JPH06248694A - Placing form for concrete - Google Patents

Placing form for concrete

Info

Publication number
JPH06248694A
JPH06248694A JP4143893A JP4143893A JPH06248694A JP H06248694 A JPH06248694 A JP H06248694A JP 4143893 A JP4143893 A JP 4143893A JP 4143893 A JP4143893 A JP 4143893A JP H06248694 A JPH06248694 A JP H06248694A
Authority
JP
Japan
Prior art keywords
concrete
core material
shaped
thermoplastic resin
concrete plate
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
Application number
JP4143893A
Other languages
Japanese (ja)
Inventor
Sunao Okamoto
直 岡本
Sumiyuki Matsubara
澄行 松原
Hiroshi Hayashida
博 林田
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 Construction Co Ltd
Kobelco Wire Co Ltd
Original Assignee
Mitsui Construction Co Ltd
Shinko Wire Co Ltd
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 Construction Co Ltd, Shinko Wire Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP4143893A priority Critical patent/JPH06248694A/en
Publication of JPH06248694A publication Critical patent/JPH06248694A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide both rigidity and lighweight to concrete by burying bar- shaped cores impregnating chemical fiber having tensile strength stronger than concrete with thermoplastic resin in all directions in a concrete slab. CONSTITUTION:Chemical fibers having tensile strength stronger than concrete is impregnated with thermoplastic resin to solidify, and bar-shaped cores 2 are formed of a braid formed fiber bodies. After that, the cores 2 are buried in a middle part of a thick direction of a concrete slab in all directions. gutters 3... as U-shaped or V-shaped recess gutters are respectively formed. By using the concrete slab, a placing form having lightweight efficiency and rigidity is formed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、コンクリートの打設後
に解体せずそのままコンクリートと共に躯体を構成する
形式の打込み型枠に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a casting formwork of a type in which a concrete body is formed as it is without being dismantled after the concrete is poured.

【0002】[0002]

【従来の技術】従来、この種の型枠として図1に示すよ
うな高強度セメント硬化体aにステンレスメッシュの芯
材bを埋設したU字型の薄肉打込み型枠が知られてい
る。この高強度セメント硬化体aは、セメント、微細シ
リカ、特殊添加材を配合した組成物に熱硬化性メラミン
樹脂を混入したもので、厚さ20mm、重量48kg/m2
ものが作成できる。また、図2のように、板状の高強度
セメント硬化体aに芯材bとして網状繊維を埋設し、適
当な箇所にV字状の折溝cを設けて折り曲げ可能にした
打込み型枠も提案されている。更に、芳香族ポリアミド
繊維等の化学繊維の幾つかの繊維束を組紐状に編成して
これに合成樹脂の結合剤を含浸させて硬化させた棒状の
補強材も出願人により提案されている(特開昭61−2
90250号公報、特開昭62−7655号公報、米国
特許第468567号明細書等)。
2. Description of the Related Art Heretofore, as a mold of this type, a U-shaped thin-walled driving mold has been known in which a core material b of stainless mesh is embedded in a high-strength cement hardened body a as shown in FIG. This high-strength cement hardened body a is a mixture of cement, fine silica, and a special additive mixed with a thermosetting melamine resin, and can be made to have a thickness of 20 mm and a weight of 48 kg / m 2 . Further, as shown in FIG. 2, a driving form is also possible in which a plate-shaped high-strength cement hardened body a is embedded with reticulated fibers as a core material b and a V-shaped folding groove c is provided at an appropriate position so as to be bendable. Proposed. Further, the applicant has also proposed a rod-shaped reinforcing material in which several fiber bundles of chemical fibers such as aromatic polyamide fibers are knitted in a braided form and impregnated with a binder of synthetic resin and cured. JP-A-61-2
90250, JP 62-7655 A, US Pat. No. 468567, etc.).

【0003】[0003]

【発明が解決しようとする課題】図1に示した型枠は、
寸法が異なる毎に製造型を用意しなければならず、製造
工程数が多く、特殊なセメントを使用するため製造コス
トが高くつき、また輸送効率が悪くなる不都合がある。
また、図2に示した型枠は、図1の型枠のような不都合
はないが、網状繊維の剛性が不足するため型枠の曲げ強
度が不足し、型枠設置の際に周囲に多くの仮設枠を設け
る必要が生じて型枠設置作業の能率が悪く、強度を持た
せるためにコンクリートを比較的厚くしなければならな
いので型枠の重量が大きくなる欠点があった。
The formwork shown in FIG. 1 is
Since a manufacturing mold must be prepared for each different size, the number of manufacturing steps is large, and since special cement is used, the manufacturing cost is high and the transportation efficiency is poor.
Further, the formwork shown in FIG. 2 is not inconvenient as the formwork of FIG. 1, but the bending strength of the formwork is insufficient due to the insufficient rigidity of the reticulated fibers, and when the formwork is installed, the formwork is often surrounded. However, there is a drawback in that the weight of the mold is large because the concrete must be made relatively thick in order to provide strength, because the work of installing the temporary frame is required to be inefficient.

【0004】本発明は、このような打込み型枠の欠点を
解決し、剛性と軽量性を兼備した打込み型枠を提供する
ことを目的とするものである。
An object of the present invention is to solve the drawbacks of such a driving mold and to provide a driving mold having both rigidity and light weight.

【0005】[0005]

【課題を解決するための手段】本発明では、コンクリー
ト板内に、コンクリートよりも大きな引張強度を有する
化学繊維に熱可塑性樹脂を含浸させて硬化させた組紐編
成の繊維体から成る棒状の芯材を縦横に埋設し、適当な
間隔で該コンクリート板に折溝を形成することにより、
上記の目的を達成するようにした。
According to the present invention, a rod-shaped core material made of a braided fibrous body obtained by impregnating a concrete plate with chemical fibers having a tensile strength higher than that of concrete and impregnating the resin with a thermoplastic resin to cure the chemical fibers. By embedding in the vertical and horizontal, by forming a fold groove in the concrete plate at appropriate intervals,
The above-mentioned purpose is achieved.

【0006】[0006]

【作用】上記構成のコンクリート板は熱可塑性樹脂の硬
化により比較的剛性を有する芯材が縦横に埋設されてい
るため、コンクリート板に作用する応力がこの芯材によ
り支持され、コンクリートの厚さを薄くしても破断し難
くなり、このコンクリート板で作成した打込み型枠が軽
量化される。該コンクリート板を折溝に沿って折り曲
げ、梁や柱の打込み型枠に形成するためには、折溝の内
部に露出した芯材を適当な加熱手段により加熱して熱可
塑性樹脂を軟化させることにより容易に折り曲げするこ
とが出来る。また、適当な寸法に該コンクリート板を切
断する場合も、芯材が金属や網状繊維である場合よりも
容易に切断できる。
In the concrete board having the above-mentioned structure, since the core material having relatively rigidity is embedded in the vertical and horizontal directions by the hardening of the thermoplastic resin, the stress acting on the concrete board is supported by the core material and the thickness of the concrete is reduced. Even if it is thin, it will not break easily and the driving form made of this concrete board will be lighter. In order to bend the concrete plate along the folding groove to form a driving form for a beam or a column, the core material exposed inside the folding groove is heated by an appropriate heating means to soften the thermoplastic resin. Can be easily bent. Also, when the concrete board is cut to an appropriate size, it can be cut more easily than when the core material is metal or mesh fiber.

【0007】[0007]

【実施例】本発明の実施例を図3及び図4に基づき説明
すると、符号1は通常のコンクリートを使用して固めた
コンクリート板、2は該コンクリート板1の内部に縦横
に埋設した棒状の芯材、3は該コンクリート板1の表面
に適当な間隔で形成した折溝である。該棒状の芯材2の
詳細は、図5に示す如くであり、該コンクリートよりも
大きな引張強度を有する芳香族ポリアミド繊維等の有機
繊維や、ガラス繊維、炭素繊維等の無機繊維の化学繊維
4の複数本を引き揃えた幾つかの繊維束5を用意し、こ
の繊維束5を編成して組紐とし、このあとに熱可塑性樹
脂6を含浸させて硬化させることにより棒状の繊維体の
芯材2とした。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to FIGS. 3 and 4. Reference numeral 1 is a concrete plate which is solidified by using ordinary concrete, and 2 is a rod-like shape which is embedded in the concrete plate 1 vertically and horizontally. The core material 3 is a groove formed on the surface of the concrete board 1 at appropriate intervals. Details of the rod-shaped core material 2 are as shown in FIG. 5, and organic fibers such as aromatic polyamide fibers having a tensile strength higher than that of the concrete, and chemical fibers 4 such as inorganic fibers such as glass fibers and carbon fibers 4 are used. A plurality of fiber bundles 5 prepared by aligning a plurality of the same are prepared, the fiber bundles 5 are knitted to form a braid, and then a thermoplastic resin 6 is impregnated and cured to form a rod-shaped fiber core material. It was set to 2.

【0008】該熱可塑性樹脂6を該芯材2に含浸させる
ために、該繊維束5に予め溶融した熱可塑性樹脂6を含
浸させておき、これを組紐に編成してもよい。該熱可塑
性樹脂6としては、ナイロン、ポリエステル、ポリエチ
レン等の200℃を少し越える程度の比較的低い温度で
可塑性を持つようになる樹脂を使用したが、化学繊維4
の耐熱温度を考慮し、その温度よりも低い温度で可塑性
になるものが熱可塑性樹脂6として選択される。好まし
くは、該化学繊維4の耐熱温度よりも100℃以上低い
温度で可塑性を持つに至る樹脂が熱可塑性樹脂6として
選択される。実施例では、直径6〜10μmの芳香族ポ
リアミド繊維を化学繊維4として使用し、これの600
0デニールの繊維束5の6本を組紐に編成し、これを溶
融したポリエチレンに漬けて熱可塑性樹脂6を含浸さ
せ、硬化させて直径3mmの芯材2とした。
In order to impregnate the core material 2 with the thermoplastic resin 6, the fiber bundle 5 may be impregnated with the molten thermoplastic resin 6 in advance, and this may be knitted into a braid. As the thermoplastic resin 6, a resin such as nylon, polyester, or polyethylene which becomes plastic at a relatively low temperature of slightly over 200 ° C. is used.
In consideration of the heat resistant temperature of, the thermoplastic resin 6 is selected to be plastic at a temperature lower than that temperature. Preferably, a resin that becomes plastic at a temperature lower by 100 ° C. or more than the heat resistant temperature of the chemical fiber 4 is selected as the thermoplastic resin 6. In the example, an aromatic polyamide fiber having a diameter of 6 to 10 μm is used as the chemical fiber 4, and 600 of this is used.
Six 0-denier fiber bundles 5 were knitted into a braid, which was dipped in molten polyethylene to impregnate the thermoplastic resin 6 and cured to obtain a core material 2 having a diameter of 3 mm.

【0009】該コンクリート板1は、図6に示すよう
な、上下に分離した振動型の製造型枠7、7間に適当な
間隔を存して縦横に芯材2を配置したのち該製造型枠
7、7を閉じ、その内部の空間内にコンクリートを充填
し、振動を与え、固化、養生したのち該製造型枠7、7
を分解することにより製造することが可能である。尚、
コテ仕上げによりコンクリート板1の上面を仕上げる場
合には、上方の製造型枠7は省略できる。
As shown in FIG. 6, the concrete plate 1 is made by arranging a core material 2 vertically and horizontally with an appropriate space between the vibrating mold frames 7, 7 separated from each other. The frames 7 and 7 are closed, concrete is filled in the space inside, and after vibrating, solidifying and curing, the production molds 7 and 7
It is possible to manufacture by decomposing. still,
When the upper surface of the concrete board 1 is finished by ironing, the upper manufacturing frame 7 can be omitted.

【0010】図3の例では、該芯材2をコンクリート板
1の板厚方向の中間部に配置し、折溝3を該板1の両面
に対称に形成したが、図8に示したようなコンクリート
板1の厚さ方向の一方へ偏倚して配置し、片面に折溝3
を設けるようにしてもよい。該折溝3の形状は、図示の
ようなV字形でその谷底が90°をなし、谷底に横方向
の芯材2が露出するものが好ましいが、コ字状その他の
凹溝であってもよい。コンクリート板1の厚さが10〜
15mm、V字状の折溝3、3の間隔が100〜300
mmの場合、上記の芯材2を折溝3、3の間隔に縦方向
に2本配置し、横方向には該縦方向と同じピッチで芯材
2を配置した。
In the example of FIG. 3, the core material 2 is arranged in the middle portion of the concrete board 1 in the plate thickness direction, and the fold grooves 3 are formed symmetrically on both sides of the board 1. As shown in FIG. The concrete plate 1 is arranged so as to be offset to one side in the thickness direction, and the folding groove 3 is provided on one side.
May be provided. The shape of the folding groove 3 is preferably V-shaped as shown in the figure, and the valley bottom thereof forms 90 °, and the core material 2 in the lateral direction is exposed at the valley bottom, but it is also U-shaped or other concave groove. Good. The thickness of concrete board 1 is 10
15 mm, spacing between V-shaped grooves 3, 3 is 100-300
In the case of mm, two core members 2 were arranged in the vertical direction at intervals of the folding grooves 3 and 3, and the core members 2 were arranged in the horizontal direction at the same pitch as the vertical direction.

【0011】該コンクリート板1を柱の打込み型枠とし
て使用した例は図7に示す如くであり、適当な位置の折
溝3に於いて折り曲げるために、熱風吹出し機のような
加熱手段により折溝3を横断する芯材2を加熱してこれ
に含浸させた熱可塑性樹脂6を軟化させる。そして方形
の型枠とした後、外周面の折溝3にその溝形状に合致し
た合成樹脂製等のバックアップ材8を充填し、その方形
が崩れないように周囲をベルトや仮設機具で固定し、型
枠内にコンクリートを打設する。方形の型枠内には、図
示してないが、予め必要な鉄筋が配筋される。打設した
コンクリートが固化したのち、ベルトや仮設機具、バッ
クアップ材8を取り外し、型枠はそのまま柱と共に残
す。コンクリートの打設に伴い該型枠には曲げ応力が作
用するが、該芯材2が熱可塑性樹脂により固められた比
較的剛性の大きい棒状材料であり、しかも組紐状の編成
によりその表面が凸凹でコンクリートとの係合性が大き
いので、該型枠は板厚が薄くても剛性を持ち、従って軽
量で型枠を支える仮設機具を少なくすることが可能にな
り、作業性が向上する。
An example in which the concrete plate 1 is used as a column driving form is as shown in FIG. 7, which is folded by a heating means such as a hot air blower in order to bend it in the folding groove 3 at an appropriate position. The core material 2 traversing the groove 3 is heated to soften the thermoplastic resin 6 impregnated in the core material 2. Then, after forming a rectangular form frame, the folding groove 3 on the outer peripheral surface is filled with a backup material 8 made of synthetic resin or the like conforming to the groove shape, and the periphery is fixed with a belt or temporary equipment so that the rectangular shape does not collapse. , Placing concrete in the formwork. Although not shown, necessary reinforcing bars are arranged in advance in the rectangular form. After the cast concrete is solidified, the belt, the temporary equipment and the backup material 8 are removed, and the formwork is left as it is with the pillar. Bending stress acts on the formwork as concrete is cast, but the core material 2 is a rod-like material having a relatively high rigidity, which is solidified by a thermoplastic resin, and the surface of the core material is uneven due to the braided knitting. Since the moldability is high with the concrete, the mold has rigidity even if the plate thickness is thin, and therefore it is possible to reduce the weight and the number of temporary equipment supporting the mold, thereby improving workability.

【0012】[0012]

【発明の効果】以上のように本発明によれば、コンクリ
ート板内に、コンクリートよりも大きな引張強度を有す
る化学繊維に熱可塑性樹脂を含浸させて硬化させた組紐
編成の繊維体から成る棒状の芯材を縦横に埋設し、適当
な間隔で該コンクリート板に折溝を形成したので、軽量
で剛性のある打込み型枠が得られ、作業性が向上する等
の効果がある。
As described above, according to the present invention, a rod-shaped rod made of a braided fibrous body obtained by impregnating a concrete plate with chemical fibers having a tensile strength higher than that of concrete and impregnating it with a thermoplastic resin to cure the chemical fibers. Since the core material is embedded vertically and horizontally and the folding grooves are formed in the concrete plate at appropriate intervals, a lightweight and rigid driving form can be obtained, and there is an effect that workability is improved.

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

【図1】 従来例の斜視図FIG. 1 is a perspective view of a conventional example.

【図2】 他の従来例の截断平面図FIG. 2 is a cutaway plan view of another conventional example.

【図3】 本発明の実施例の截断平面図FIG. 3 is a cutaway plan view of an embodiment of the present invention.

【図4】 図3の正面図FIG. 4 is a front view of FIG.

【図5】 組紐編成の繊維体の一部を分解した状態の斜
視図
FIG. 5 is a perspective view showing a state in which a part of a braided fiber body is disassembled.

【図6】 本発明の打込み型枠の製造状態の斜視図FIG. 6 is a perspective view of a driving form of the present invention in a manufactured state.

【図7】 本発明の打込み型枠の使用状態の斜視図FIG. 7 is a perspective view of the driving form of the present invention in use.

【図8】 本発明の他の実施例の截断平面図FIG. 8 is a cutaway plan view of another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 コンクリート板 2 芯材 3
折溝 4 化学繊維 5 繊維束 6
熱可塑性樹脂
1 Concrete board 2 Core material 3
Fold groove 4 Chemical fiber 5 Fiber bundle 6
Thermoplastic resin

───────────────────────────────────────────────────── フロントページの続き (72)発明者 林田 博 兵庫県尼崎市中浜町10番地1 神鋼鋼線工 業株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hiroshi Hayashida 1-10 Nakahama-cho, Amagasaki-shi, Hyogo Shinko Steel Wire Industrial Co., Ltd.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート板内に、コンクリートより
も大きな引張強度を有する化学繊維に熱可塑性樹脂を含
浸させて硬化させた組紐編成の繊維体から成る棒状の芯
材を縦横に埋設し、適当な間隔で該コンクリート板に折
溝を形成したことを特徴とするコンクリート打設用打込
み型枠。
1. A bar-shaped core material made of a braided fiber body obtained by impregnating and hardening a thermoplastic resin into a chemical fiber having a tensile strength higher than that of concrete is embedded in a concrete plate in a suitable manner in the vertical and horizontal directions. A driving form for concrete placing, characterized in that folding grooves are formed in the concrete plate at intervals.
【請求項2】 上記コンクリート板の厚さ方向の中間部
に、上記組紐編成の繊維体から成る棒状の芯材を縦横に
埋設し、該コンクリート板の両面の対象の位置に夫々折
溝を形成したことを特徴とする請求項1に記載のコンク
リート打設用打込み型枠。
2. A rod-shaped core material made of the braided fiber body is vertically and horizontally embedded in an intermediate portion in the thickness direction of the concrete plate, and folding grooves are formed at target positions on both sides of the concrete plate. The casting formwork for concrete pouring according to claim 1, wherein
【請求項3】 上記折溝はコ字状凹溝或いはV字凹溝で
あることを特徴とする請求項1に記載のコンクリート打
設用打込み型枠。
3. The casting formwork for concrete pouring according to claim 1, wherein the folding groove is a U-shaped groove or a V-shaped groove.
JP4143893A 1993-03-02 1993-03-02 Placing form for concrete Pending JPH06248694A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4143893A JPH06248694A (en) 1993-03-02 1993-03-02 Placing form for concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4143893A JPH06248694A (en) 1993-03-02 1993-03-02 Placing form for concrete

Publications (1)

Publication Number Publication Date
JPH06248694A true JPH06248694A (en) 1994-09-06

Family

ID=12608388

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4143893A Pending JPH06248694A (en) 1993-03-02 1993-03-02 Placing form for concrete

Country Status (1)

Country Link
JP (1) JPH06248694A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007085037A (en) * 2005-09-20 2007-04-05 Kajima Corp Floor slab remodeling method using buried form

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007085037A (en) * 2005-09-20 2007-04-05 Kajima Corp Floor slab remodeling method using buried form

Similar Documents

Publication Publication Date Title
JPH0528300B2 (en)
JPH06248694A (en) Placing form for concrete
EP1047541B1 (en) Process for fabricating reinforced plastic drain covers, and reinforced plastic drain covers obtained using this process
WO2008119670A1 (en) Component comprising functional fibers, and method for the production thereof
JPH07180287A (en) Reinforcing bar arrangement, fiber and steel reinforced concrete column beam body and fabrication method for the body
US1301959A (en) Mold or form for concrete structures.
SU751951A1 (en) Wall panel
JPS6153942A (en) Sheet temporary frame construction method
JPH0541406B2 (en)
KR100600474B1 (en) The methode of insulation sheet manufacture and insulation sheet
JPS623207Y2 (en)
JP4038698B2 (en) Method for manufacturing curved precast plate
JPS5985709A (en) Fiber reinforced concrete board and its manufacture
JPH0619692Y2 (en) Building composites
KR20060040984A (en) Mould using a wire
JPS60115759A (en) Spacer for iron skeletal
JPS59109303A (en) Method of executing decorative concrete post
JPH0431539A (en) Concrete member reinforced with frp rod member
JPH06210615A (en) Manufacture of concrete structure
JPS5994554A (en) Production of casting mold
KR960012508B1 (en) Method for moulding of cover for street free and their structure
JPH02248523A (en) Slope protection frame method
JPH0647249B2 (en) Manufacturing method of concrete member
JPH06210609A (en) Manufacture of concrete member
CN110884283A (en) Production process of wood-like pile