JP2652111B2 - Formwork for prism - Google Patents

Formwork for prism

Info

Publication number
JP2652111B2
JP2652111B2 JP4275235A JP27523592A JP2652111B2 JP 2652111 B2 JP2652111 B2 JP 2652111B2 JP 4275235 A JP4275235 A JP 4275235A JP 27523592 A JP27523592 A JP 27523592A JP 2652111 B2 JP2652111 B2 JP 2652111B2
Authority
JP
Japan
Prior art keywords
plate
cut
bent
weir plate
weir
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 - Lifetime
Application number
JP4275235A
Other languages
Japanese (ja)
Other versions
JPH06101335A (en
Inventor
博 室井
仁 飯田
新之輔 相場
行正 荻原
安雄 大川
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.)
ARUTESU KK
Kajima Corp
Original Assignee
ARUTESU KK
Kajima 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 ARUTESU KK, Kajima Corp filed Critical ARUTESU KK
Priority to JP4275235A priority Critical patent/JP2652111B2/en
Publication of JPH06101335A publication Critical patent/JPH06101335A/en
Application granted granted Critical
Publication of JP2652111B2 publication Critical patent/JP2652111B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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、建設分野における鉄筋
コンクリート構造物、鉄骨・鉄筋コンクリート構造物の
角柱用型枠に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforced concrete structure in the construction field, and a square pillar formwork of a steel frame / reinforced concrete structure.

【0002】[0002]

【従来の技術】従来、型枠用堰板は一般に合板ベニアが
用いられている。そして、この合板ベニアは大寸法の場
合はかなりの重量となり、人力で扱うことが困難であ
る。かかる合板ベニアによる型枠の他にスチール製やア
ルミ製の金属製型枠も存在するが、これは合板ベニアよ
りも重量があり、より一層人力で扱うことが困難であ
る。
2. Description of the Related Art Conventionally, a plywood veneer is generally used as a dam for a formwork. The plywood veneer has a considerable weight in the case of large dimensions, and is difficult to handle manually. In addition to the plywood veneer form, there is also a metal formwork made of steel or aluminum, which is heavier than the plywood veneer and is more difficult to handle manually.

【0003】鉄筋コンクリート造または鉄骨鉄筋コンク
リート造の角柱をコンクリート打設して施工する場合の
型枠も、かかる合板ベニアや金属製型枠が使用される
が、任意の大きさの4枚の平面的型枠パネルを前後、左
右に筒状に組み合わせて設計断面のものとする。
[0003] A plywood veneer or a metal formwork is used as a formwork for reinforced concrete or a steel-framed reinforced concrete square pillar by casting it into concrete, but four flat molds of any size are used. The frame panel is assembled in a tubular shape on the front, rear, left and right sides to obtain a design cross section.

【0004】[0004]

【発明が解決しようとする課題】前記金属製型枠では型
枠パネル自体の大きさが定まってしまうので、所定設計
断面のものとするには、その都度特注品となり、汎用性
に乏しく、コスト高のものとなる。一方、合板ベニアに
よる型枠では任意の大きさに切断加工することは可能で
あるが、4枚の相互端部がコーナー部で突き合うように
組合わせるので、このコーナー部での強度が弱いものと
なり、この部分でバレやすい型枠となる。
Since the size of the formwork panel itself is determined in the above-mentioned metal formwork, in order to obtain a predetermined design cross-section, it becomes a special order product each time, and it is poor in versatility and cost. It will be high. On the other hand, a plywood veneer formwork can be cut to any size, but since the four pieces are assembled so that their mutual ends abut at the corner, the strength at this corner is weak. , And the mold is easy to be burred at this portion.

【0005】本発明の目的は前記従来例の不都合を解消
し、軽量でしかも強度があり、かつ加工や組立も簡単な
角柱用型枠を提供することにある。
An object of the present invention is to provide a prismatic formwork which solves the above-mentioned disadvantages of the prior art, is lightweight, has strength, and is easy to process and assemble.

【0006】[0006]

【課題を解決するための手段】本発明は前記目的を達成
するため、表裏面を構成する面板間を長手方向に沿い並
列する複数の補強条で一体的に連結した合成樹脂製段ボ
ール状中空堰板は、ポリプロピレン、ポリカーボネイ
ト、塩化ビニール等の透光性を有する高分子化合物から
なり透明度を有し、この中空堰板の一方の面板に切込み
を入れ、該切込みに対向する他方の面板を折り曲げて堰
板を略L字形に曲成し、この略L字形の堰板4個をその
端部同士を衝合して断面矩形の筒体として組合せたこ
と、または、表裏面を構成する面板間を長手方向に沿い
並列する複数の補強条で一体的に連結した合成樹脂製段
ボール状中空堰板は、ポリプロピレン、ポリカーボネイ
ト、塩化ビニール等の透光性を有する高分子化合物から
なり透明度を有し、この中空堰板の一方の面板に切込み
を入れ、該切込みに対向する他方の面板を折り曲げて堰
板を略コ字形に曲成し、この略コ字形の堰板2個をその
端部同士を衝合して断面矩形の筒体として組合せたこと
を要旨とするものである。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a cardboard hollow dam made of synthetic resin in which front and rear face plates are integrally connected by a plurality of reinforcing strips arranged in parallel along the longitudinal direction. The plate is made of a translucent polymer compound such as polypropylene, polycarbonate, and vinyl chloride and has transparency, and a cut is made in one face plate of the hollow weir plate, and the other face plate facing the cut is bent. The weir plate is bent into a substantially L-shape, and the four substantially L-shaped weir plates are joined to form a tubular body having a rectangular cross section by abutting the ends thereof, or the gap between the face plates constituting the front and back surfaces is formed. The corrugated hollow corrugated board made of synthetic resin integrally connected by a plurality of reinforcing strips arranged in parallel in the longitudinal direction is made of a translucent polymer compound such as polypropylene, polycarbonate, and vinyl chloride, and has transparency. A cut is made in one face plate of the hollow weir plate, and the other face plate opposing the cut is bent to form a substantially U-shaped weir plate. The gist of the invention is that they are combined as a tubular body having a rectangular cross section.

【0007】[0007]

【作用】請求項1または請求項2に記載の本発明によれ
ば、型枠として使用する合成樹脂製段ボール状中空堰板
は、中空なので軽量である。また、堰板は表面が平滑で
コンクリートとの剥離性がよく、塑造コンクリート表面
の平滑性を向上させ、同時に転用回転数を高めることが
できる。
According to the first or second aspect of the present invention, the synthetic resin corrugated cardboard-shaped hollow weir plate used as the mold is lightweight because it is hollow. In addition, the weir plate has a smooth surface and a good releasability from concrete, so that the smoothness of the molded concrete surface can be improved, and at the same time, the number of rotations can be increased.

【0008】そして、この合成樹脂製段ボール状中空堰
板は、切込みに対向する他方の面板を折り曲げて堰板を
曲成するが、その際この面板を折り曲げ部分がヒンジの
役割をなし、簡単に曲成できる。しかも、該面板はコー
ナー部で結合することが一切なく、このコーナー部は一
体連続するものとして水密性を保持でき、打設するコン
クリート圧によるこの部分でのバレも少なくなる。
In this synthetic resin corrugated cardboard-shaped hollow weir plate, the other face plate opposing the cut is bent to bend the weir plate. At this time, the bent part of the face plate serves as a hinge, and is easily formed. Can compose. In addition, the face plates are not joined at any corners, and the corners can be maintained in a watertight manner as an integral part, so that there is less burr at this portion due to the concrete pressure to be poured.

【0009】また、合成樹脂製段ボール状中空堰板は、
透明度を有するので、コンクリートの充填性を目視する
ことができ、ジャンカ等の発生を防止できる。
A corrugated hollow weir board made of synthetic resin is
Since it has transparency, it is possible to visually check the filling property of concrete, and it is possible to prevent the occurrence of junkers and the like.

【0010】とくに、請求項2記載の本発明では、断面
矩形の筒体としては、堰板を4枚必要とすることなく、
これより少ない数で簡単に組立てることとなる。
[0010] In particular, according to the present invention, the cylindrical body having a rectangular cross section does not require four dam plates.
It is easy to assemble with a smaller number.

【0011】[0011]

【実施例】以下、図面について本発明の実施例を詳細に
説明する。図1は本発明の角柱用型枠の第1実施例を示
す横断平面図で、図中1は中空堰板である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a cross-sectional plan view showing a first embodiment of a prismatic formwork of the present invention, where 1 is a hollow weir plate.

【0012】図3にも示すように、この中空堰板1は合
成樹脂製段ボール状のパネルであり、表裏面を構成する
面板1a,1b間を長手方向に沿い並列する複数の補強
条1cで一体的に連結した。そして、これはポリプロピ
レン、ポリカーボネイト、塩化ビニール等の高分子化合
物を材質とし、ブロー成形もしくは押し出し成形で得ら
れる。ちなみにこの中空堰板1を形成する合成樹脂製シ
ートの肉厚は1.0mm程度が適当である。
As shown in FIG. 3, the hollow weir plate 1 is a corrugated cardboard panel made of a synthetic resin and includes a plurality of reinforcing strips 1c arranged in parallel in the longitudinal direction between face plates 1a and 1b constituting the front and back surfaces. They were integrally connected. This is made of a polymer compound such as polypropylene, polycarbonate, or vinyl chloride, and can be obtained by blow molding or extrusion molding. Incidentally, the thickness of the synthetic resin sheet forming the hollow weir plate 1 is suitably about 1.0 mm.

【0013】さらに、前記高分子化合物を透光性を有す
るものとすれば、合成樹脂製シートによるこの中空堰板
1も透明度があるものとすることができる。また、強度
を増す目的で、ガラス繊維、珪酸カルシウム等を混入し
てもよい。
Further, if the polymer compound is translucent, the hollow weir plate 1 made of a synthetic resin sheet can also be made transparent. Further, for the purpose of increasing the strength, glass fiber, calcium silicate or the like may be mixed.

【0014】このようにして、中空堰板1は両面板1
a,1bを連結する補強条1cで内部空間を平行に仕切
り、一方向への空洞を多数形成したものであるが、図3
に示すように、一方の面板1aにこの空洞に達するよう
な長さ方向の切込み2を工場または現場で予め入れる。
In this way, the hollow weir plate 1 is
The inner space is partitioned in parallel by a reinforcing strip 1c connecting the a and 1b, and a large number of cavities are formed in one direction.
As shown in (1), a cut 2 in the longitudinal direction to reach this cavity is made in one face plate 1a in advance at a factory or a site.

【0015】そして、図4に示すように該切込み2に対
向する他方の面板1bを内側に角材による治具3を介在
させて折り曲げて堰板1の全体を略L字形に曲成する。
Then, as shown in FIG. 4, the other face plate 1b opposed to the cut 2 is bent inside with a jig 3 made of a square material inside to bend the entire dam plate 1 into a substantially L-shape.

【0016】その際、この面板1bの折り曲げ部分4が
ヒンジの役割をなし、簡単に曲成できるとともに、運搬
に際しては図5に示すようにこの略L字形に曲成した堰
板1を再度平板状に戻して運ぶことができる。このよう
に平板状で運搬すれば、多数枚を積重ねて運搬可能であ
る。
At this time, the bent portion 4 of the face plate 1b serves as a hinge and can be easily bent, and when transported, the substantially weir-shaped bent dam plate 1 is flattened again as shown in FIG. You can carry it back in the shape. When transported in the form of a flat plate, a large number of sheets can be stacked and transported.

【0017】使用時には堰板1を略L字形に戻し、この
略L字形に曲成した堰板1を4枚、その端部同士を衝合
して断面矩形の筒体として組合せ、周囲には適宜コラム
クランプを桶のたが状に配置してこれで拘束する。
At the time of use, the weir plate 1 is returned to a substantially L-shape, and the four weir plates 1 bent into the substantially L-shape are joined together as a cylindrical body having a rectangular cross section by abutting their ends. Arrange the column clamps appropriately in the shape of a tub, and restrain them with this.

【0018】図2は本発明の第2実施例を示すもので、
切込み2を間隔を存して2個設け、この切込み2に対向
する他方の面板1bを内側に角材による治具3を介在さ
せて折り曲げて堰板1の全体を略コ字形に曲成し、この
略コ字形の堰板を2個をその端部同士を衝合して断面矩
形の筒体として組合せた場合である。
FIG. 2 shows a second embodiment of the present invention.
Two cuts 2 are provided at intervals, and the other face plate 1b opposed to the cut 2 is bent inside with a jig 3 made of square material inside to bend the entire dam plate 1 into a substantially U-shape. In this case, two substantially U-shaped weir plates are combined into a tubular body having a rectangular cross section by abutting the ends thereof.

【0019】前記第1実施例、第2実施例ともに、組立
てた型枠は、切込み2に対向する他方の面板1bの折り
曲げ部分4がヒンジの役割をなし、面板1bが一体連続
するのでコーナー部での水密性を保持でき、打設するコ
ンクリート圧によるこの部分でのバレもすくなくなる。
In both the first and second embodiments, the assembled formwork has a corner portion because the bent portion 4 of the other face plate 1b facing the cut 2 serves as a hinge and the face plate 1b is integrally continuous. The watertightness can be maintained at this point, and the burr at this part due to the concrete pressure to be poured can be reduced.

【0020】また、堰板1は透明度があるので、コンク
リートの充填性を目視することができ、ジャンカ等の発
生を防止できるものとなる。
Further, since the weir plate 1 has transparency, the filling property of the concrete can be visually checked, and the occurrence of junkers and the like can be prevented.

【0021】[0021]

【発明の効果】以上述べたように本発明の角柱用型枠
は、軽量でしかも強度があり、かつ加工や組立も簡単な
ものである。
As described above, the prismatic formwork of the present invention is lightweight, strong, and easy to process and assemble.

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

【図1】本発明の角柱用型枠の第1実施例を示す横断平
面図である。
FIG. 1 is a cross-sectional plan view showing a first embodiment of a prism form according to the present invention.

【図2】本発明の角柱用型枠の第2実施例を示す横断平
面図である。
FIG. 2 is a cross-sectional plan view showing a second embodiment of a prism form according to the present invention.

【図3】加工の第1工程を示す斜視図である。FIG. 3 is a perspective view showing a first step of processing.

【図4】加工の第2工程を示す斜視図である。FIG. 4 is a perspective view showing a second step of processing.

【図5】運搬時の斜視図である。FIG. 5 is a perspective view during transportation.

【符号の説明】[Explanation of symbols]

1…中空堰板 1a,1b…面板 1c…補強条 2…切込み 3…治具 4…折り曲げ部分 DESCRIPTION OF SYMBOLS 1 ... Hollow weir board 1a, 1b ... Face plate 1c ... Reinforcement strip 2 ... Cut 3 ... Jig 4 ... Bending part

フロントページの続き (72)発明者 相場 新之輔 東京都港区元赤坂一丁目2番7号 鹿島 建設株式会社内 (72)発明者 荻原 行正 東京都港区元赤坂一丁目2番7号 鹿島 建設株式会社内 (72)発明者 大川 安雄 東京都港区元赤坂一丁目2番7号 鹿島 建設株式会社内 (56)参考文献 特開 昭63−97759(JP,A) 実開 昭57−88842(JP,U) 実開 平3−9467(JP,U) 実開 昭61−115434(JP,U) 実開 昭59−24848(JP,U)Continuing on the front page (72) Inventor Shinnosuke Aiba 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Yukimasa Ogihara 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction (72) Inventor Yasuo Okawa Kashima Construction Co., Ltd. 1-2-7 Moto-Akasaka, Minato-ku, Tokyo (56) References JP-A-63-97759 (JP, A) JP, U) JP-A 3-9467 (JP, U) JP-A 61-115434 (JP, U) JP-A 59-24848 (JP, U)

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 表裏面を構成する面板間を長手方向に沿
い並列する複数の補強条で一体的に連結した合成樹脂製
段ボール状中空堰板は、ポリプロピレン、ポリカーボネ
イト、塩化ビニール等の透光性を有する高分子化合物か
らなり透明度を有し、この中空堰板の一方の面板に切込
みを入れ、該切込みに対向する他方の面板を折り曲げて
堰板を略L字形に曲成し、この略L字形の堰板4個をそ
の端部同士を衝合して断面矩形の筒体として組合せたこ
とを特徴とする角柱用型枠。
1. A synthetic resin corrugated cardboard-shaped hollow weir plate integrally connected by a plurality of reinforcing strips parallel to each other in the longitudinal direction between face plates constituting the front and back surfaces, is made of a light-transmitting material such as polypropylene, polycarbonate, and vinyl chloride. A cut is made in one face plate of this hollow weir plate, and the other face plate opposed to the cut is bent into a substantially L-shape, and the weir plate is bent into a substantially L-shape. A square pillar formwork comprising four rectangular shaped weir plates joined together at their ends with a cylindrical body having a rectangular cross section.
【請求項2】 表裏面を構成する面板間を長手方向に沿
い並列する複数の補強条で一体的に連結した合成樹脂製
段ボール状中空堰板は、ポリプロピレン、ポリカーボネ
イト、塩化ビニール等の透光性を有する高分子化合物か
らなり透明度を有し、この中空堰板の一方の面板に切込
みを入れ、該切込みに対向する他方の面板を折り曲げて
堰板を略コ字形に曲成し、この略コ字形の堰板2個をそ
の端部同士を衝合して断面矩形の筒体として組合せたこ
とを特徴とする角柱用型枠。
2. A synthetic resin corrugated cardboard-shaped hollow weir plate integrally connected by a plurality of reinforcing strips parallel to each other along the longitudinal direction between the front and rear face plates, and is made of a light-transmitting material such as polypropylene, polycarbonate, or vinyl chloride. A cut is made in one face plate of this hollow weir plate, and the other face plate opposing the cut is bent into a substantially U-shape to form a cutout in the hollow weir plate. A square pillar formwork comprising two rectangular shaped weir plates joined together at their ends with a cylindrical body having a rectangular cross section.
JP4275235A 1992-09-18 1992-09-18 Formwork for prism Expired - Lifetime JP2652111B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4275235A JP2652111B2 (en) 1992-09-18 1992-09-18 Formwork for prism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4275235A JP2652111B2 (en) 1992-09-18 1992-09-18 Formwork for prism

Publications (2)

Publication Number Publication Date
JPH06101335A JPH06101335A (en) 1994-04-12
JP2652111B2 true JP2652111B2 (en) 1997-09-10

Family

ID=17552587

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4275235A Expired - Lifetime JP2652111B2 (en) 1992-09-18 1992-09-18 Formwork for prism

Country Status (1)

Country Link
JP (1) JP2652111B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009097274A (en) * 2007-10-18 2009-05-07 Ohbayashi Corp Column construction method and column form unit
JP6593691B2 (en) * 2015-08-21 2019-10-23 株式会社 ▲高▼▲橋▼監理 Transparent temporary frame structure for forming reinforced concrete buildings
JP6635291B2 (en) * 2015-10-14 2020-01-22 株式会社 ▲高▼▲橋▼監理 Transparent temporary frame structure of external insulation that forms a reinforced concrete building with no adjacent ground
US10988945B2 (en) * 2018-07-13 2021-04-27 Reform Masonry Products, LLC Masonry form system and method of using same

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5788842U (en) * 1980-11-20 1982-06-01
JPS5924848U (en) * 1982-08-06 1984-02-16 株式会社ト−ケン Face plate for concrete formwork
JPS61115434U (en) * 1984-12-28 1986-07-21
JPS6397759A (en) * 1986-10-15 1988-04-28 勝部 健二 Method for molding mold frame
JP3009467U (en) * 1994-09-26 1995-04-04 国際電業株式会社 vending machine

Also Published As

Publication number Publication date
JPH06101335A (en) 1994-04-12

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