JPH0538189U - Concrete formwork - Google Patents

Concrete formwork

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Publication number
JPH0538189U
JPH0538189U JP8649991U JP8649991U JPH0538189U JP H0538189 U JPH0538189 U JP H0538189U JP 8649991 U JP8649991 U JP 8649991U JP 8649991 U JP8649991 U JP 8649991U JP H0538189 U JPH0538189 U JP H0538189U
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JP
Japan
Prior art keywords
edge
plate material
metal
covering portion
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.)
Granted
Application number
JP8649991U
Other languages
Japanese (ja)
Other versions
JPH083586Y2 (en
Inventor
昌樹 岩田
雅章 楠田
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.)
THE FURUKAW ELECTRIC CO., LTD.
Original Assignee
THE FURUKAW ELECTRIC 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.)
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Application filed by THE FURUKAW ELECTRIC CO., LTD. filed Critical THE FURUKAW ELECTRIC CO., LTD.
Priority to JP1991086499U priority Critical patent/JPH083586Y2/en
Publication of JPH0538189U publication Critical patent/JPH0538189U/en
Application granted granted Critical
Publication of JPH083586Y2 publication Critical patent/JPH083586Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】 【目的】 本考案は、板材の縁面を覆う覆い部の強度を
高め金属桟木における耐久性を向上させたコンクリート
型材を提供することを目的とする。 【構成】 一方の面から他方の面にかけて外側に向けて
傾斜する縁面11cを有する合板からなる板材11と、
この板材の縁面に沿って配置された金属桟木12とを具
備し、この金属桟木は、板材の一方の面に当接して板材
と固定される固定部13、他の金属桟木と連結される連
結部14および板材の縁面を覆う縁覆い部15を有し、
且つ縁覆い部は、板材の縁面を覆う内側面がこの縁面に
沿う傾斜面をなし、この内側面と対向する外側面が板材
の面に対して直角な方向な面を有する断面三角形をなす
ことを特徴とする。
(57) [Summary] [Object] An object of the present invention is to provide a concrete profile in which the strength of the covering portion that covers the edge surface of the plate material is increased and the durability of the metal pier is improved. A plate member 11 made of plywood having an edge surface 11c inclined outward from one surface to the other surface,
A metal splint 12 is arranged along the edge surface of the plate material. The metal splint is connected to a fixing portion 13 which is fixed to the plate material by abutting on one surface of the plate material, and another metal splint. A connecting portion 14 and an edge covering portion 15 that covers the edge surface of the plate material,
In addition, the edge covering portion has a triangular cross section in which the inner side surface that covers the edge surface of the plate material forms an inclined surface along the edge surface, and the outer surface that faces the inner surface has a surface that is in a direction perpendicular to the surface of the plate material. Characterized by eggplant.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案はコンクリートを打設するために用いる型枠に関する。 The present invention relates to a formwork used for placing concrete.

【0002】[0002]

【従来の技術】[Prior Art]

コンクリート構造物を構築するためには、型枠をコンクリート構造物の形状に 相当する空間部を形作るように組合せ、この型枠で囲まれた空間部に生コンクリ ートを流し込んで硬化させるようにしている。 In order to construct a concrete structure, the formwork is combined so as to form a space corresponding to the shape of the concrete structure, and fresh concrete is poured into the space surrounded by the formwork to be cured. ing.

【0003】 このようにコンクリートを打設する空間部を形作る型枠には、木製合板からな る四角形の板材と、この板材の4辺の縁部に配置されてこの板材を固定した金属 桟木とを組合せたものがあり、この形式の形式の型枠として図4および図5に示 すものがある。In the formwork that forms the space for pouring concrete in this way, a rectangular plate material made of wood plywood and a metal splint that is arranged at the four edges of the plate material and fixed to the plate material are used. 4 and FIG. 5 are examples of forms of this type.

【0004】 図中1は木製合板からなる四角形の板材、2は板材の縁部、例えば4辺の縁部 に配置されて板材1に固定された例えばアルミニウムまたはその合金からなる金 属桟木である。この金属桟木2は、固定部3、連結部4および縁覆い部5が一体 に形成されたものである。固定部3は板材1の一方の面に当接するものであり、 図示しないボルトによって板材1に取付けられる。連結部4は板材1の一方の面 に対して直角な方向に突出するものであり、縁覆い部5は板材1の縁面を覆うも のである。この縁覆い部5は板材1の縁面を覆う内側面5aが板材1の面に対し て直角な方向に沿っており、この内側面5aと対向する外側面5bは内側面5a に平行に沿っている。In the figure, 1 is a rectangular plate made of wood plywood, 2 is a metal spar made of, for example, aluminum or an alloy thereof, which is fixed to the plate 1 at the edges of the plate, for example, four edges. . The metal splint 2 has a fixing portion 3, a connecting portion 4 and an edge covering portion 5 which are integrally formed. The fixing portion 3 contacts one surface of the plate material 1 and is attached to the plate material 1 by a bolt (not shown). The connecting portion 4 projects in a direction perpendicular to one surface of the plate material 1, and the edge cover portion 5 covers the edge surface of the plate material 1. In the edge covering portion 5, an inner side surface 5a covering the edge surface of the plate material 1 is along a direction perpendicular to the surface of the plate material 1, and an outer side surface 5b facing the inner side surface 5a is parallel to the inner side surface 5a. ing.

【0005】 この型枠は立てて配置される。型枠の左右両側に同じ型枠が並べて配置され、 板材1の左右両側に位置する金属桟木2の連結部4が、隣合う他の型枠の金属桟 木2の連結部4と図示しないボルトを介して連結される。これら型枠の連結体に 対して、コンクリート構造物の厚さを隔てて同じように型枠の連結体が配置され る。そして、各型枠で囲まれた空間部には生コンクリートが流し込まれる。This formwork is placed upright. The same formwork is arranged side by side on the left and right sides of the formwork, and the connecting portions 4 of the metal stiles 2 located on the left and right sides of the plate member 1 are connected to the connecting portions 4 of the metal stiles 2 of other adjacent formwork and bolts not shown. Are connected via. The formwork connections are arranged in the same way with respect to the formwork connections, with the thickness of the concrete structure being separated. Then, ready-mixed concrete is poured into the space surrounded by each formwork.

【0006】[0006]

【考案が解決しようとする課題】[Problems to be solved by the device]

この形式の型枠は次に述べる問題がある。 This type of formwork has the following problems.

【0007】 この形式の型枠に用いる金属桟木2の縁覆い部5は、その内側面5aで板材1 の縁面を押え、板材1の縁面が他の品物に衝突して破損することを防止している 。すなわち、板材1の縁面は板材1を取扱う時に、他のものに衝突する機会が多 い。合板からなる板材1の縁面は脆く、外部のものとの衝突により破損し易い。 板材1の縁面が破損すると、コンクリートの打設時に生コンクリートが板材1の 縁面の破損箇所に侵入しコンクリート構造物の表面に乱れた筋ができ好ましくな い。そこで、金属桟木2の縁覆い部5で板材1の縁面を覆い、この縁覆い部5で 板材1の縁面が外部の他の物と直接衝突とすることを阻止している。The edge covering portion 5 of the metal splint 2 used for the formwork of this type presses the edge surface of the plate material 1 with its inner side surface 5a and prevents the edge surface of the plate material 1 from colliding with other items and being damaged. Prevent. That is, the edge surface of the plate material 1 often collides with another object when handling the plate material 1. The edge surface of the plate material 1 made of plywood is fragile and is easily damaged by collision with an external object. If the edge surface of the plate material 1 is damaged, fresh concrete will enter the damaged portion of the edge surface of the plate material 1 when pouring the concrete and disturbed streaks on the surface of the concrete structure, which is not preferable. Therefore, the edge covering portion 5 of the metal pier 2 covers the edge surface of the plate material 1, and the edge covering portion 5 prevents the edge surface of the plate material 1 from directly colliding with other external objects.

【0008】 ところが、金属桟木2の押え部5は板材1の縁面に代って他の物と直接衝突す るために、この衝突によって図5の仮想線に示すように内側または外側に向けて 変形することがある。縁覆い部5が内側に変形した場合には、隣合う各型枠の金 属桟木2を当接すると、各金属桟木2の縁覆い部5の間に大きな隙間が発生し、 コンクリートの打設時に生コンクリートがこの隙間に侵入してコンクリート構造 物の表面に不要な突起が形成されてしまい好ましくない。縁覆い部5が内側に変 形した場合には、隣合う型枠の各金属桟木2の連結部4を当接できなくなる。そ こで、変形した縁覆い部5を元に位置に来るように矯正する事が考えられるが、 この場合には押え部5が根元から折れしてしまう。However, since the pressing portion 5 of the metal splint 2 collides directly with another object instead of the edge surface of the plate material 1, the collision causes the pressing portion 5 to face inward or outward as shown by a phantom line in FIG. May be deformed. When the edge coverings 5 are deformed inward, if the metal splints 2 of adjacent molds are brought into contact with each other, a large gap is generated between the edge coverings 5 of the respective metal splints 2 and concrete pouring is performed. Sometimes, fresh concrete penetrates into this gap and undesirably forms protrusions on the surface of the concrete structure. When the edge covering portion 5 is deformed inward, the connecting portions 4 of the metal stiles 2 of the adjacent molds cannot come into contact with each other. Then, it is conceivable to correct the deformed edge covering portion 5 so that it comes to the original position, but in this case, the holding portion 5 is broken from the root.

【0009】 このように従来の金属桟木2は縁覆い部5の強度か小さいために全体として耐 久性が低かった。As described above, the conventional metal splint 2 has a low durability as a whole because the edge covering portion 5 has a small strength.

【0010】 本考案は前記事情に基づいてなされたもので、板材の縁面を覆う覆い部の強度 を高め金属桟木における耐久性を向上させたコンクリート型材を提供することを 目的とする。The present invention has been made in view of the above circumstances, and an object thereof is to provide a concrete mold member in which the strength of the cover portion that covers the edge surface of the plate member is increased and the durability of the metal pier is improved.

【0011】[0011]

【課題を解決するための手段】[Means for Solving the Problems]

前記目的を達成するために本考案のコンクリート型材は、合板からなり、一方 の面から他方の面にかけて外側に向けて傾斜する縁面を有する板材と、この板材 の縁に沿って配置された金属桟木とを具備し、この金属桟木は、前記板材の一方 の面に当接して前記板材と固定される固定部、他の金属桟木と連結される連結部 および前記縁面を縁覆う覆い部を有する金属桟木とを具備し、前記縁覆い部は、 前記板材の縁面を覆う内側面およびこの内側面と対向する外側面を有し、前記内 側面が前記縁面に沿う傾斜面をなし、前記外側面が前記板材の面に対して直角な 方向に沿う面をなしていること特徴とする。 In order to achieve the above-mentioned object, the concrete profile of the present invention is made of plywood, and has a plate material having an edge surface inclined from one surface to the other surface toward the outside, and a metal material arranged along the edge of the plate material. The metal pier includes a fixing portion that abuts on one surface of the plate material and is fixed to the plate material, a connecting portion that is connected to another metal pier, and a cover portion that covers the edge surface. And a metal splint having, wherein the edge cover portion has an inner side surface that covers the edge surface of the plate material and an outer side surface that faces the inner side surface, and the inner side surface forms an inclined surface that extends along the edge surface. It is characterized in that the outer surface is a surface extending in a direction perpendicular to the surface of the plate material.

【0012】[0012]

【作用】[Action]

金属桟木における縁覆い部は、傾斜した内側面と外側面との組み合わせにより 、基部の幅が太く先端に行くに従ってしたがって幅が細くなる断面三角形をなし ている。このため、縁覆い部は大変大きな強度をもって金属桟木に形成され、他 の物に衝突しても、その基部を中心にして板材側(内側)またはその反対側(外 側)に変形することが殆どない。従って、縁覆い部の変形によるコンクリート打 設不良や金属桟木の使用不能といった事態の発生を防止できる。これによりこの 型材は耐久性が高く、多くの回数で繰り返して使用できる。 The edge covering portion of the metal pier has a triangular cross section in which the width of the base portion increases and the width decreases toward the tip due to the combination of the inclined inner side surface and the outer side surface. Therefore, the edge cover is formed on the metal sash with extremely high strength, and even if it collides with another object, it can be deformed to the plate side (inside) or the opposite side (outside) around the base. Almost none. Therefore, it is possible to prevent the occurrence of a situation such as defective concrete placing or unusable metal pier due to deformation of the edge cover. As a result, this mold material has high durability and can be used repeatedly many times.

【0013】[0013]

【実施例】【Example】

本考案の一実施例について図1ないし図3を参照して説明する。 An embodiment of the present invention will be described with reference to FIGS.

【0014】 この実施例は、矩形の板材の長さ方向に沿う縁部に、本考案が対象とする金属 桟木を設けたものである。In this embodiment, a metal beam, which is the object of the present invention, is provided at the edge of the rectangular plate material along the length direction.

【0015】 図中11は矩形をなす板材で、この板材11は木材と合成樹脂とを積層して接 着して構成されている。板材の一方の面11aの幅寸法に比較して他方の面11 bの幅寸法が大きく、板材1の長さ方向に沿う一対の縁部の縁面11cは、一方 の面11aから他方の面11bにかけて外側に向けて傾斜する傾斜面として形成 されている。In the figure, reference numeral 11 denotes a rectangular plate material, and the plate material 11 is formed by laminating and bonding wood and synthetic resin. The width dimension of the other surface 11b is larger than the width dimension of the one surface 11a of the plate material, and the edge surfaces 11c of the pair of edge portions along the length direction of the plate material 1 include the one surface 11a to the other surface. It is formed as an inclined surface that is inclined toward 11b toward the outside.

【0016】 図中12は板材11の長さ方向に沿う一対の縁部に夫々配置された一対の金属 桟木で、この金属桟木12は例えばアルミニウム合金からなり、押出し成形法に より成形されて板材11の長さに切断されたものである。In the figure, reference numeral 12 denotes a pair of metal bars that are respectively arranged at a pair of edges along the length direction of the plate member 11. The metal bars 12 are made of, for example, an aluminum alloy, and are formed by an extrusion molding method. It was cut to a length of 11.

【0017】 金属桟木12は、図2および図3に示すように固定部13、連結部14および 縁覆い部15が一体に形成されたもので、これら各部は金属桟木12の長さ方向 全体にわたって伸びて形成されている。固定部13は、板材11の一方の面11 aにおける縁面11cに近接した部分を板材11の長さ方向全体にわたって当接 する帯状をなすものであり、図2に示すようにビス16を螺挿することにより板 材11と固定されている。連結部14は固定部13の基部から板材11の面11 aに対してこれから離れるように直角な方向に沿って突出したもので、板材11 の長さ方向全体にわたって伸びる帯状をなしている。この連結部14に後述する ように他の型枠の金属桟木と連結するボルトを通す孔17が形成されている。As shown in FIGS. 2 and 3, the metal pier 12 is integrally formed with a fixing portion 13, a connecting portion 14, and an edge covering portion 15. These portions are provided over the entire length of the metal pier 12. It is formed by stretching. The fixing portion 13 is in the form of a strip that abuts a portion of the one surface 11 a of the plate material 11 close to the edge surface 11 c over the entire length of the plate material 11, and as shown in FIG. It is fixed to the plate 11 by inserting it. The connecting portion 14 projects from the base portion of the fixing portion 13 along a direction perpendicular to the surface 11 a of the plate material 11 and is in the form of a strip extending over the entire length direction of the plate material 11. As will be described later, the connecting portion 14 is formed with a hole 17 through which a bolt for connecting to a metal frame of another form is inserted.

【0018】 縁覆い部15は、固定部13の基部から板材11の他方の面11bに向けて直 角な方向に突出することにより板材11の縁面11cを外側から覆うもので、板 材11の長さ方向全体にわたって伸びる帯状をなしている。縁覆い部15は板材 11の縁面11cに接触してこれを覆う内側面15aと、この内側面15aと対 向する外側面15bを有している。内側面15aは板材11の傾斜した縁面11 cに沿って傾斜する面をなしている。外側面15bは板材11の面11aに対し て直角な面をなしている。このため、縁覆い部15は内側面15aと外側面15 bとが交差して断面三角形をなしている。The edge cover portion 15 covers the edge surface 11 c of the plate material 11 from the outside by projecting from the base of the fixed portion 13 toward the other surface 11 b of the plate material 11 in a rectangular direction. Has a strip shape extending over the entire length of the. The edge covering portion 15 has an inner side surface 15a that comes into contact with and covers the edge surface 11c of the plate member 11 and an outer side surface 15b that faces the inner side surface 15a. The inner side surface 15a forms a surface inclined along the inclined edge surface 11c of the plate material 11. The outer side surface 15b is a surface perpendicular to the surface 11a of the plate material 11. For this reason, the inner surface 15a and the outer surface 15b of the edge covering portion 15 intersect to form a triangular cross section.

【0019】 すなわち、縁覆い部15の基部(板材11の面11a側、三角形の底辺)は内 側側15aと外側面15bの間の幅が大きく、縁覆い部15の先端(三角形の頂 点)に向かうに従い内側側15aと外側面15bとが互い順次接近して両者の間 の幅が順次小さくなり、縁覆い部15の先端で内側側15aと外側面15bとが 交差する。このように縁覆い部15をその基部が底辺となるように断面三角形と するのは、縁覆い部15の基部の強度を高めて変形しにくくするためである。That is, the base of the edge covering portion 15 (the surface 11a side of the plate material 11, the bottom of the triangle) has a large width between the inner side 15a and the outer side surface 15b, and the tip of the edge covering portion 15 (the triangular top point). ), The inner side 15a and the outer side surface 15b sequentially approach each other, and the width between the two gradually decreases, and the inner side 15a and the outer side surface 15b intersect at the tip of the edge covering portion 15. The edge cover 15 is formed in a triangular shape in cross section so that the base thereof is the base in order to increase the strength of the base of the edge cover 15 and prevent deformation.

【0020】 縁覆い部15の基部における内側側15aと外側面15bの間の幅は、従来の それより大きく縁覆い部15に充分な強度を持たせる大きさである。縁覆い部1 5の先端は板材11の面11bと同じ位置、あるいは面11bよりやや外側に突 出する位置に来るように設定される。The width between the inner side 15a and the outer side surface 15b at the base of the edge covering portion 15 is larger than that of the conventional one, and has a size that gives the edge covering portion 15 sufficient strength. The tip of the edge covering portion 15 is set so as to come to the same position as the surface 11b of the plate material 11 or to a position protruding slightly outside the surface 11b.

【0021】 なお、板材11の幅方向に沿う一対の縁部には、板材11の面11aに位置し て夫々木製桟木18が配置されている。この木製桟木18は板材11の幅と同じ 長さを有するもので、板材11に固定されるとともに金属桟木12に連結されて いる。A wooden stile 18 is arranged at each of the pair of edge portions along the width direction of the plate material 11 and located on the surface 11 a of the plate material 11. The wooden splint 18 has the same length as the width of the plate material 11, and is fixed to the plate material 11 and connected to the metal splint 12.

【0022】 また、板材11の面11aには長さ方向に沿って中間金属桟木19が長さ方向 に沿って配置されている。この中間金属桟木19は断面がI字形をなし、ビス2 0により板材11に固定されている。また、中間金属桟木19は木製桟木18に 連結されている。Further, on the surface 11 a of the plate member 11, an intermediate metal splint 19 is arranged along the length direction. The intermediate metal splint 19 has an I-shaped cross section, and is fixed to the plate member 11 with screws 20. Further, the intermediate metal pier 19 is connected to the wooden pier 18.

【0023】 このように構成された型材を、コンクリート構造物を構築するために用いる場 合には、型枠を長さ方向が上下方向に沿うように立てて配置する。この場合、板 材11の面11bがコンクリート構造物に面するように型枠の向きを設定する。 型枠は必要な数を立てて左右に並べて配置し、隣合う各型枠における板材11の 長さ方向の一対の縁部に設けた金属桟木12を互いに連結する。When the template thus constructed is used for constructing a concrete structure, the template is placed upright so that the longitudinal direction is along the vertical direction. In this case, the orientation of the formwork is set so that the surface 11b of the plate member 11 faces the concrete structure. The required number of molds are set up side by side, and the metal stiles 12 provided on a pair of edges in the length direction of the plate members 11 of adjacent molds are connected to each other.

【0024】 すなわち、隣合う各型枠の金属桟木12の連結部14を互いに当接し、各連結 部14に形成された孔17にボルト21を通し、このボルト21にナット22を 螺合する。この場合、隣合う各型枠に設けた金属桟木12の縁覆い部15の外側 面15bが互いに当接する。なお、各型枠の金属桟木12の連結部14に共通に バタ材(図示せず)を取付ける。これら型枠の連結体に対して、コンクリート構 造物の厚さを隔てて同じように型枠の連結体を配置する。向い合う各型枠は図示 しない部材で連結する。That is, the connecting portions 14 of the metal stiles 12 of adjacent molds are brought into contact with each other, the bolts 21 are passed through the holes 17 formed in the connecting portions 14, and the nuts 22 are screwed into the bolts 21. In this case, the outer surfaces 15b of the edge covering portions 15 of the metal stiles 12 provided on the adjacent molds come into contact with each other. In addition, a flap material (not shown) is commonly attached to the connecting portion 14 of the metal beam 12 of each mold. The formwork connections are arranged in the same manner with respect to the formwork connections, with the thickness of the concrete structure being separated. Each facing formwork is connected by a member not shown.

【0025】 そして、各型枠に板材11で囲まれた空間部に生コンクリートCを流し込んで コンクリートの打設を行う。Then, the fresh concrete C is poured into the space surrounded by the plate material 11 in each formwork to pour the concrete.

【0026】 この実施例における型枠は次に述べる効果を有している。The formwork in this embodiment has the following effects.

【0027】 金属桟木12における縁覆い部15は、その内側面15aで板材11の縁面1 1cを押え、板材11の縁面11cが他の品物に衝突して破損することを防止し ている。The edge cover portion 15 of the metal pier 12 presses the edge surface 11c of the plate material 11 with its inner side surface 15a to prevent the edge surface 11c of the plate material 11 from colliding with other items and being damaged. .

【0028】 そして、金属桟木12における縁覆い部15は、基部の幅が太く先端に行くに 従ってしたがって幅が細くなっていく三角形をなすために、基部の強度を高めて 変形しにくくなっている。このため、縁覆い部15は大変大きな強度をもって金 属桟木12に形成されている。このため、縁覆い部15は他の物に衝突しても、 その基部を中心にして板材11側(内側)またはその反対側(外側)に変形する ことが殆どない。従って、縁覆い部15の変形によるコンクリート打設不良や金 属桟木12の使用不能といった事態の発生を防止できる。The edge covering portion 15 of the metal splint 12 has a triangular shape in which the width of the base portion is thicker and the width thereof is accordingly narrower toward the tip, and therefore the strength of the base portion is increased and is less likely to be deformed. . Therefore, the edge covering portion 15 is formed on the metal splint 12 with extremely high strength. Therefore, even if the edge cover 15 collides with another object, the edge cover 15 is hardly deformed to the plate material 11 side (inner side) or the opposite side (outer side) around the base. Therefore, it is possible to prevent the occurrence of a situation such as defective concrete placement due to the deformation of the edge covering portion 15 and the unusable metal pier 12.

【0029】 このようにして金属桟木12は従来の金属桟木に比較して耐久性が向上する。 これによりこの型枠は耐久性が高く、従来の型枠に比較して多くの回数で繰り返 して使用できる。In this way, the durability of the metal splint 12 is improved as compared with the conventional metal splint. As a result, this formwork has high durability and can be used repeatedly many times compared to the conventional formwork.

【0030】 また、金属桟木12の縁覆い部15は、先端(板材11の面11b側)が三角 形の頂点となっているので、図2に示すように他の型枠の金属桟木12の縁覆い 部15と当接すると、各縁覆い部15の先端が組合さった部分が細い線となる。 このため、各縁覆い部15の先端が組合さった部分は、コンクリート構造物の表 面に細い線を形成するだけで、コンクリート構造物の表面の精度または美観に与 える影響は大変小さい。In addition, since the tip (on the surface 11b side of the plate material 11) of the edge covering portion 15 of the metal splint 12 is a triangular vertex, as shown in FIG. When it comes into contact with the edge covering portion 15, a part where the tips of the edge covering portions 15 are combined becomes a thin line. Therefore, the portion where the ends of the edge covering portions 15 are combined forms only a thin line on the surface of the concrete structure, and the influence on the accuracy or aesthetics of the surface of the concrete structure is very small.

【0031】 なお、本考案は前述した実施例に限定されるものではなく、種々変形して実施 することができる。It should be noted that the present invention is not limited to the above-described embodiments, and various modifications can be carried out.

【0032】 例えば板材11の長さ方向に沿う縁部に金属桟木を配置するだけでなく、幅方 向に沿う縁部に金属桟木を配置しても良い。For example, not only the metal splints may be arranged at the edges along the length direction of the plate member 11, but the metal splints may be arranged at the edges along the width direction.

【0033】[0033]

【考案の効果】[Effect of the device]

以上説明したように本考案によれば、板材の縁面を覆う縁覆い部を断面三角形 に形成することによりその強度を高めているので、縁覆い部の変形による種々の 不具合の発生を防止でき、この結果金属桟木における耐久性が向上して、耐久性 に優れたコンクリート型枠を得ることができる、 As described above, according to the present invention, the strength is increased by forming the edge covering portion that covers the edge surface of the plate material in a triangular cross section, so that various problems due to deformation of the edge covering portion can be prevented. As a result, the durability of the metal pier is improved, and a concrete formwork with excellent durability can be obtained.

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

【図1】本考案のコンクリート型材の一実施例を示す斜
視図。
FIG. 1 is a perspective view showing an embodiment of a concrete profile of the present invention.

【図2】図1のZーZ線に沿う拡大断面図。FIG. 2 is an enlarged sectional view taken along line ZZ of FIG.

【図3】コンクリート型材に用いる金属桟木を示す斜視
図。
FIG. 3 is a perspective view showing a metal splint used for a concrete template.

【図4】従来のコンクリート型材の一例を示す断面図。FIG. 4 is a sectional view showing an example of a conventional concrete template.

【図5】従来のコンクリート型材に用いる金属桟木を示
す斜視図。
FIG. 5 is a perspective view showing a metal splint used in a conventional concrete template.

【符号の説明】[Explanation of symbols]

11…板材、11a…縁面、12…金属桟木、13…固
定部、14…連結部、15…縁覆い部。
11 ... Plate material, 11a ... Edge surface, 12 ... Metal crosspiece, 13 ... Fixed part, 14 ... Connection part, 15 ... Edge covering part.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 合板からなり、一方の面から他方の面に
かけて外側に向けて傾斜する縁面を有する板材と、この
板材の縁に沿って配置された金属桟木とを具備し、この
金属桟木は、前記板材の一方の面に当接して前記板材と
固定される固定部、隣接する他の型枠に設けられた金属
桟木と連結される連結部および前記縁面を覆う縁覆い部
を有する金属桟木とを具備し、且つ前記縁覆い部は、前
記板材の縁面を覆う内側面およびこの内側面と対向する
外側面を有し、前記内側面が前記縁面に沿う傾斜面をな
し、前記外側面が前記板材の面に対して直角な方向に沿
う面をなしていることを特徴とするコンクリート型枠。
1. A plate member, which is made of plywood and has an edge surface inclined outward from one surface to the other surface, and a metal splint arranged along the edge of the plate member. Has a fixing portion that abuts on one surface of the plate material and is fixed to the plate material, a connection portion that is connected to a metal splint provided in another adjacent frame, and an edge cover portion that covers the edge surface. A metal splint, and the edge covering portion has an inner side surface covering the edge surface of the plate material and an outer side surface facing the inner side surface, and the inner side surface forms an inclined surface along the edge surface, A concrete formwork, wherein the outer side surface forms a surface along a direction perpendicular to the surface of the plate material.
JP1991086499U 1991-10-23 1991-10-23 Concrete formwork Expired - Lifetime JPH083586Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991086499U JPH083586Y2 (en) 1991-10-23 1991-10-23 Concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991086499U JPH083586Y2 (en) 1991-10-23 1991-10-23 Concrete formwork

Publications (2)

Publication Number Publication Date
JPH0538189U true JPH0538189U (en) 1993-05-25
JPH083586Y2 JPH083586Y2 (en) 1996-01-31

Family

ID=13888673

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991086499U Expired - Lifetime JPH083586Y2 (en) 1991-10-23 1991-10-23 Concrete formwork

Country Status (1)

Country Link
JP (1) JPH083586Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0932280A (en) * 1995-07-20 1997-02-04 Chuo Biruto Kogyo Kk Form

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0932280A (en) * 1995-07-20 1997-02-04 Chuo Biruto Kogyo Kk Form

Also Published As

Publication number Publication date
JPH083586Y2 (en) 1996-01-31

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