JP3057614U - Wall formwork and spacers used for it - Google Patents

Wall formwork and spacers used for it

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Publication number
JP3057614U
JP3057614U JP1998007002U JP700298U JP3057614U JP 3057614 U JP3057614 U JP 3057614U JP 1998007002 U JP1998007002 U JP 1998007002U JP 700298 U JP700298 U JP 700298U JP 3057614 U JP3057614 U JP 3057614U
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shaped cross
section
shaped
frame plate
spacer
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隼一 佐藤
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隼一 佐藤
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Abstract

(57)【要約】 【課題】型枠表面がそのまま仕上面となるコンクリート
壁体を容易に構築する。 【解決手段】長尺型枠板材の裏面側にその短辺方向に沿
って断面T字状の溝を形成してなる表面に仕上面を有す
る型枠板材の複数個を、その裏面側を内側にして対向配
設し、かつそれらの間に、左右両端に対向配置された断
面T字状のフランジ部材をそれらのT字基部を内側にし
て連結体で連結して一体化してなるスペーサを、前記各
型枠の断面T字状の溝にスペーサの断面T字状フランジ
部材を嵌挿して壁型枠を構成する。
(57) [Summary] [Problem] To easily construct a concrete wall body in which a mold surface becomes a finished surface as it is. SOLUTION: A plurality of frame plate members having a finished surface on the surface formed by forming a groove having a T-shaped cross section along the short side direction on the back surface side of a long frame plate material, And a spacer formed by integrally connecting and connecting a flange member having a T-shaped cross section, which is disposed on both right and left ends thereof, with a T-shaped base inside thereof and a connecting body therebetween. A T-shaped flange member of a spacer is inserted into a T-shaped groove of each of the molds to form a wall mold.

Description

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

【0001】[0001]

【考案の属する技術分野】本考案は、壁体に打込まれた型枠の表面がその まま仕上面となるようなコンクリート構造の壁体の構築に用いられる壁型枠とそ れに使用されるスペーサ(組立支持具)に関する。[Technical field to which the present invention pertains] The present invention relates to a wall formwork used for the construction of a concrete structure wall in which the surface of the formwork driven into the wall becomes a finished surface as it is, and is used for the same. Related to a spacer (assembly support).

【0002】[0002]

【従来の技術】コンクリート構造の壁体を構築する場合、(1)まず鉄筋 を格子状に組立て、これを挟むようにして、合板型枠あるいは金属型枠を型枠組 立支持具を介して対向配置し、(2)次に、対向配置した型枠の外面に鋼管等で 支保材を井桁状に組み、支保材に掛けたフォームタイを締め付けて型枠を固定し 、(3)しかる後、型枠間にコンクリートを打設し、コンクリートが硬化した段 階で型枠を解体して壁体を構築し、(4)最後にこれに、外壁の場合は外装を施 し、内壁の場合は内装を施す、という方法が一般的である。2. Description of the Related Art When constructing a wall of a concrete structure, (1) firstly assemble reinforcing bars in a grid shape, and sandwich a plywood form or a metal form through a form assembling support. (2) Next, the supporting material is assembled in a girder shape with steel pipes or the like on the outer surface of the facing formwork, and the form tie hung on the supporting material is fastened to fix the formwork. (3) Concrete is poured in between, and the formwork is dismantled at the stage where the concrete hardens to construct a wall. (4) Finally, the exterior is applied to the exterior wall, and the interior is applied to the interior wall. The method of applying is common.

【0003】 そこで、本考案者は先の特許出願(特開平8−312037)において、型枠 板材に発泡材を用い、着脱可能な係合部を備えた連結部材をこの型枠板材の片面 に何個か固定し、この発泡型枠を任意間隔で向い合わせに縦配置して、連結部材 の係合部を相互に係合させることにより発泡型枠の間隔を保持し、この発泡型枠 間にコンクリートを打設して、発泡型枠をそのまま壁面とするコンクリート壁体 の形成方法を提示している。[0003] In view of this, the inventor of the present invention, in a previous patent application (Japanese Patent Application Laid-Open No. H8-312037), uses a foam material as a mold plate, and attaches a connecting member having a detachable engaging portion to one side of the mold plate. Some of them are fixed, the foaming forms are vertically arranged facing each other at an arbitrary interval, and the engaging portions of the connecting members are engaged with each other to maintain the interval of the foaming forms. It proposes a method of forming a concrete wall by placing concrete in the building and using the foam formwork as a wall.

【0004】 また、本考案者は他の先の特許出願(特開平9−242231)において、板 厚方向に貫通する挿着溝孔を形成した型枠板材を任意間隔で向い合わせに縦配置 し、着脱可能な嵌合部を備えた連結部材を外面側からこの型枠板材に挿着して、 内部側で連結部材の嵌合部を相互に嵌合させることにより型枠の間隔を保持し、 この型枠間にコンクリートを打設して、型枠をそのまま壁面とするコンクリート 壁体を形成するための型枠装置を提示している。In another prior patent application (Japanese Patent Application Laid-Open No. Hei 9-242231), the present inventor vertically arranges formwork plate members having insertion slots formed through the plate thickness direction at arbitrary intervals. By inserting a connecting member having a detachable fitting portion from the outer surface side into this form plate material, and fitting the fitting portions of the connecting member to each other on the inner side, the spacing of the formwork is maintained. A formwork apparatus for forming a concrete wall body in which concrete is cast between the formworks and the formwork is used as a wall surface is presented.

【0005】 前記先の各特許出願に提示された方法によれば、打設したコンクリートが固化 した後は、型枠はコンクリート壁体内に埋設状に一体化されるので、打込まれた 型枠をコンクリート壁体の断熱材あるいは外装材等として利用することができる 利点がある。また、型枠を解体する必要がないため、壁体の構築施工における作 業時間の短縮、施工コストの低廉化を達成することが可能となる。[0005] According to the methods presented in the above-mentioned patent applications, after the poured concrete is solidified, the form is integrated into the concrete wall so as to be buried in the concrete wall. This has the advantage that it can be used as a heat insulating material or exterior material for concrete walls. In addition, since it is not necessary to dismantle the formwork, it is possible to achieve a reduction in working time and a reduction in construction cost in the construction of the wall.

【0006】[0006]

【考案が解決しようとする課題】しかしながら、前記先の各特許出願に提 示された方法では、コンクリートに打込まれた型枠の表面は仕上面としては不適 であり、これに仕上げを施す必要があること、また、連結部材を係合あるいは嵌 合させて型枠を組立てる方式であるため、係合部が外れないようにするための連 結体の構造が複雑になり、連結部材が安価に製作できないこと、連結部材が一般 的な型枠組立支持具を用いる場合の倍の数だけ必要となること、型枠材と連結部 材が一体化されているため、いずれか一方が不良であると全体が不良品となり歩 留りの低下を招くこと、等の難点がある。[Problems to be Solved by the Invention] However, according to the methods disclosed in the above-mentioned patent applications, the surface of the formwork driven into concrete is not suitable as a finished surface, and it is necessary to finish the surface. In addition, since the formwork is assembled by engaging or fitting the connecting members, the structure of the connecting body for preventing the engaging portion from coming off is complicated, and the connecting member is inexpensive. That the number of connecting members is twice as large as when using a general formwork assembly support, and that one of the formwork and connecting parts is defective If there are, there are difficulties such as the whole becoming defective and lowering of the yield.

【0007】[0007]

【課題を解決するための手段】本考案は上記課題を下記構成によって解決 するものである。 (1)長尺型枠板材の裏面側にその短辺方向に沿って断面T字状の溝を形成して なる表面に仕上面を有する型枠板材の複数個を、それらの裏面側を内側にして、 かつ長辺方向を横にして起てて上下に連接して対向配設し、かつそれらの間に、 左右両端に対向配置された断面T字状のフランジ部材をそれらのT字基部を内側 にして連結体で連結して一体化してなるスペーサを、前記各型枠の断面T字状の 溝にスペーサの断面T字状のフランジ部材を嵌挿して構成したことを特徴とする 壁型枠。 (2)長尺型枠板材の裏面側にその短辺方向に沿って断面T字状の溝を形成して なる表面に仕上面を有する型枠板材の複数個を、その裏面側を内側にして、かつ 長辺方向を横にして起てて上下に連接して対向配設し、そしてそれらの間に、左 右両端に対向配置された断面T字状のフランジ部材をそれらのT字基部を内側に して連結体で連結して一体化してなるスペーサを、前記各型枠の断面T字状の溝 に、スペーサの断面T字状のフランジ部材を、その下半分を下方の長尺型枠板材 の断面T字状の溝に嵌挿し、また同フランジ部材の上半分を上方の長尺型枠板材 の断面T字状の溝に嵌挿して構成したことを特徴とする壁型枠。 (3)長尺型枠板材の裏面側にその短辺方向に沿って断面T字状の溝と長辺方向 に沿って複数のスリット溝を形成してなることを特徴とする前項1又は2記載の 壁型枠。 (4)前項1〜3のいずれか1項に記載の壁型枠の構成に使用するための、左右 両端に対向配置された断面T字状のフランジ部材をそれらのT字基部を内側にし て連結体で連結して一体化してなるスペーサ。Means for Solving the Problems The present invention solves the above problems by the following constitution. (1) Forming a T-shaped groove along the short side on the back side of a long form board, and forming a plurality of form board having a finished surface on the surface, with the back side inside. And a pair of flange members having a T-shaped cross-section, which are disposed facing each other at right and left ends thereof, and are vertically arranged and connected to each other vertically. A spacer formed by connecting and integrating with a connecting body with the inside facing inward, and a flange member having a T-shaped cross section of the spacer is fitted into a groove having a T-shaped cross section of each of the molds. Formwork. (2) A plurality of frame plate members having a finish surface on the surface formed by forming a groove having a T-shaped cross section along the short side direction on the back surface side of the long frame plate member, with the back surface side inside. With the long sides in the horizontal direction, and connected vertically so as to face each other, and between them, flange members having a T-shaped cross section, which are arranged at both left and right ends, face each other. The spacers formed integrally by connecting them with the connecting body with the inside in the form of a T-shaped groove in the T-shaped cross section of each of the formwork, the lower half of the flange member having a T-shaped cross section in the lower part are elongated. A wall formwork, wherein the formwork plate is fitted in a T-shaped groove, and the upper half of the flange member is fitted in the T-shaped groove of the upper long formwork plate. . (3) The long form plate is formed by forming a groove having a T-shaped cross section along the short side direction and a plurality of slit grooves along the long side direction on the back side of the long frame plate material. The described wall formwork. (4) A flange member having a T-shaped cross section, which is disposed opposite to the left and right ends, for use in the configuration of the wall form described in any one of the preceding items 1 to 3, with their T-shaped bases inside. A spacer that is connected and integrated with a connector.

【0008】[0008]

【考案の実施の形態】本考案の実施の形態を図面に基づいて以下に説明す る。 図1は本考案実施例のスペーサの斜視図、図2は長尺型枠板材の斜視図、図3 は長尺型枠板材の断面図、及び図4は本考案型枠の組立説明図である。 図中、1はスペーサ(型枠組立支持具)、1aは断面T字状のフランジ部材、 1bは連結体、1b’はリブであり、2は長尺型枠板材,2aは断面T字状の溝 、2bはガイド溝、2cはガイド凸縁部、3はコンクリートベース、4は鉄筋( 縦),4’は鉄筋(横)を示す。 本考案の型枠の組み立て及びそれを用いてコンクリート壁を構築する方法の要 旨は、以下のとおりである。 すなわち、長尺型枠板材2の裏面側にその短辺方向に沿って断面T字状の溝2 aを形成してなる表面に仕上面を有する型枠板材2の複数個を、その裏面側を内 側にして対向配設し、かつそれらの間に、左右両端に対向配置された断面T字状 のフランジ部材1aをそれらのT字基部を内側にして連結体1bで連結して一体 化してなるスペーサ1を、前記各型枠板材の断面T字状の溝2aにスペーサ1の 断面T字状フランジ部材1aを嵌挿して壁型枠を組み立てる。 あるいは、板材の加工による歪や乾燥による収縮を吸収是正する目的で、前記 長尺型枠板材2の裏面側に、長辺方向に鋸目加工のスリット溝2dを加工する。 このスリット溝は幅0.5mm程度で深さは板厚の1/2程度とするのが好ま しい。 なお、スペーサ1を型枠板材の断面T字状の溝2aに嵌挿する際には、図4に 示すごとく、スペーサ1の断面T字状のフランジ部材1aの下半分を下方の長尺 型枠板材の断面T字状の溝2aに嵌挿し、同フランジ部材1aの上半分を上方の 長尺型枠板材の断面T字状の溝2aに嵌挿して、上下の長尺型枠板材を強固に接 続するとよい。 次いで、前記組み立てた壁型枠にフレッシュコンクリートを投入打設し、養生 硬化することによって仕上げ面を備えたコンクリート壁体を構築する。DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings. 1 is a perspective view of a spacer according to the embodiment of the present invention, FIG. 2 is a perspective view of a long frame plate, FIG. 3 is a cross-sectional view of the long frame plate, and FIG. is there. In the figure, 1 is a spacer (form assembly support), 1a is a flange member having a T-shaped cross section, 1b is a connecting body, 1b 'is a rib, 2 is a long frame plate material, and 2a is a T-shaped cross section. , 2b is a guide groove, 2c is a guide ridge, 3 is a concrete base, 4 is a reinforcing bar (vertical), and 4 'is a reinforcing bar (horizontal). The outline of the method of assembling the formwork of the present invention and constructing a concrete wall using the formwork is as follows. That is, a plurality of the frame plate members 2 having a finished surface on the surface formed by forming a groove 2a having a T-shaped cross section on the back surface side of the long frame plate material 2 along the short side direction thereof, The flange members 1a having a T-shaped cross section, which are opposed to each other at the right and left ends, are connected to each other by a connecting body 1b with their T-shaped bases inside, and are integrated. The spacer 1 is assembled by inserting the T-shaped flange member 1a of the spacer 1 into the T-shaped groove 2a of each of the form plate members. Alternatively, for the purpose of absorbing and correcting the distortion due to the processing of the plate material and the shrinkage due to drying, a slit groove 2d is formed in the long side direction on the rear surface side of the long frame plate material 2 in the long side direction. It is preferable that the slit groove has a width of about 0.5 mm and a depth of about 1/2 of the plate thickness. When the spacer 1 is inserted into the groove 2a having a T-shaped cross section of the mold plate, as shown in FIG. The upper half of the flange member 1a is inserted into the T-shaped groove 2a of the upper elongated frame plate, and the upper half of the upper and lower elongated frame plate is inserted into the T-shaped groove 2a of the frame plate. A good connection is good. Next, fresh concrete is poured and poured into the assembled wall form and cured and cured to construct a concrete wall having a finished surface.

【0009】 上記において、スペーサ(型枠組立支持具)1は、図1に示すように、左右両 端に対向配置された断面T字状のフランジ部材1aと、それらのT字基部を内側 にして連結体1bで連結して一体化してなるものであり、材質としては高強度の 合成樹脂(例えば、PP,ABS、FRP)あるいは軽金属(例えばAl合金) 等が好ましい。そして、スペーサ1は高強度保持、製作コストの低減等の点から 、全体が鋳造、射出成型等の成形手段により一体成形されたものが好ましい。 これはまた、正面視外観が略H形状の部材で、その両側部には断面形状T字状 のフランジ部材1a,1aが形成されたものでもある。 なお、その他の部分には、補強のためのリブ1b’が適宜設けられてよい。In the above description, as shown in FIG. 1, the spacer (form assembling support) 1 has a flange member 1a having a T-shaped cross section disposed opposite to both left and right ends, and the T-shaped bases thereof are set inside. And is integrated by connecting with a connecting body 1b. The material is preferably a high-strength synthetic resin (for example, PP, ABS, FRP) or a light metal (for example, Al alloy). The spacer 1 is preferably integrally formed as a whole by molding means such as casting or injection molding from the viewpoint of maintaining high strength and reducing manufacturing costs. This is also a member having a substantially H-shaped appearance when viewed from the front, and flange members 1a, 1a having a T-shaped cross section formed on both sides thereof. Note that ribs 1b 'for reinforcement may be appropriately provided in other portions.

【0010】 長尺型枠板材2は、例えば板厚1.6〜1.7cm程度、板幅13.5〜18 cm程度の長尺の木質系板材で、この板材の表面には表面仕上が施されている。 図2(a)及び(b)に示すように、長尺型枠板材2の天地には、ガイド溝2 b及びこれに嵌合するガイド凸縁部2cが加工されており、また、表面仕上が施 されていない方の裏面側には、長手方向に20cm程度の間隔で断面T字状の溝 2aが加工されている。そして、この断面T字状の溝2aは、スペーサ(型枠組 立支持具)1の断面T字状のフランジ部材1aが嵌挿される形状となっている。The long form board 2 is, for example, a long woody board having a thickness of about 1.6 to 1.7 cm and a width of about 13.5 to 18 cm. The surface of the board has a surface finish. It has been subjected. As shown in FIGS. 2 (a) and 2 (b), a guide groove 2b and a guide convex edge 2c to be fitted into the guide groove 2b are formed on the top and bottom of the long frame plate material 2, and the surface is finished. A groove 2a having a T-shaped cross section is machined in the longitudinal direction at an interval of about 20 cm on the back surface side on which is not provided. The groove 2a having a T-shaped cross section has a shape in which the flange member 1a having a T-shaped cross section of the spacer (form assembly support) 1 is fitted.

【0011】 本考案に係るスペーサ1及び長尺型枠板材2を使用して型枠を組立て、壁体を 構築する作業状況を図4に基づいて説明する。 まず、コンクリートベース3上に鉄筋(縦)4を挟むようにして、長尺型枠板 材2、2をそのガイド凸縁部2c、2cを上にして設置し、スペーサ1のフラン ジ部材1a,1aを前記長尺型枠板材2、2の断面T字状の溝2a、2aに嵌挿 させて半分程度押入する。なお、この際スペーサ1は、その連結部1b下面を、 鉄筋(横)4’上面に乗せるごとく接触させて安定保持させる。 その後、上方に半分程度突き出している前記スペーサ1の断面T字状のフラン ジ部材1a,1aに、次に組立てようとする長尺型枠板材2、2の断面T型の溝 2a、2aを嵌挿させて押入すると共に、ガイド溝2b、2bを下のスペーサ2 、2のガイド凸縁部2cに嵌め込んで固定する。The operation of assembling a form using the spacer 1 and the long form plate 2 according to the present invention to construct a wall will be described with reference to FIG. First, the long frame members 2 are placed on the concrete base 3 so that the reinforcing bars (vertical) 4 are sandwiched between them, with their protruding edges 2c, 2c facing up. Into the grooves 2a, 2a having a T-shaped cross section of the long frame plates 2, 2, and press in about half. At this time, the spacer 1 is stably held by bringing the lower surface of the connecting portion 1b into contact with the upper surface of the reinforcing bar (horizontal) 4 '. Then, the T-shaped grooves 2a, 2a of the elongated frame plates 2, 2 to be subsequently assembled are formed in the flange members 1a, 1a of the spacer 1 protruding about half upward. The guide grooves 2b and 2b are fitted into and fixed to the guide protrusions 2c of the lower spacers 2 and 2, respectively.

【0012】 以上の工程を繰り返して長尺型枠板材2,2・・とスペーサ1,1・・を所要 の高さまで組立てた後、組立てた型枠内にフレッシュコンクリートを打設する。 打設後、一定の養生・硬化期間を経て、直ちに表面仕上がなされているコンク リート壁体が出来上がる。 木質系の材料で製作された型枠板材2,には断熱効果があるが、木質系以外の 金属製その他材料製の型枠を用い、必要に応じて型枠内面に発泡スチロール等の 断熱材を貼着して断熱効果を高めることもできる。After assembling the long form plates 2, 2,... And the spacers 1, 1,... To a required height by repeating the above steps, fresh concrete is poured into the assembled form. After casting, after a certain curing and hardening period, a concrete wall with finished surface is immediately completed. Formwork plates 2 made of wood-based materials have a heat insulating effect, but use a formwork made of metal or other materials other than wood-based materials, and use a heat-insulating material such as styrene foam on the inner surface of the formwork as necessary. It can be attached to enhance the heat insulation effect.

【0013】 以上に示した型枠の組立方法は両側を同時に組立てる方式であるが、先に片側 のみを所要の高さまで組立て、後で別側を組立てる方式でもよい。The method of assembling the formwork described above is a method of assembling both sides at the same time. However, a method of assembling only one side to a required height first and assembling another side later may be used.

【0014】[0014]

【考案の効果】本考案によれば、長尺型枠板材に加工された断面T型の溝 に、一定形状のスペーサの断面T字型のフランジ部材を嵌挿、押入して組み立て られた壁型枠であるため、型枠幅の精度を均一に保つことができ、しかも型枠幅 の調整の手間が省け、容易にかつ短時間に壁型枠を組み立てらることができる。 また、スペーサは一体型であり構造が簡単なため、破壊強度が高く、安価に製 造できる。[Effects of the Invention] According to the present invention, a wall assembled by inserting and pushing a T-shaped cross-section flange member of a spacer having a fixed shape into a T-shaped cross-section groove formed in a long frame plate. Since it is a mold, the accuracy of the form width can be kept uniform, and the work of adjusting the form width can be omitted, and the wall form can be easily and quickly assembled. Also, since the spacer is of an integral type and has a simple structure, it has high breaking strength and can be manufactured at low cost.

【0015】 さらに、型枠の解体を要せず、型枠板材の表面をそのまま壁仕上材として使用 するため、別途内装材を貼設する手間を要しない。また、型枠廃材が出ないので 、廃棄物処理に要するコストも少なく、しかも省資源である。 (注)考案の詳細な説明中フォームタイは登録商標である。Furthermore, since the formwork is not required to be dismantled and the surface of the formwork plate is used as a wall finishing material as it is, there is no need to separately attach an interior material. In addition, since no form waste is produced, the cost required for waste disposal is low and resources are saved. (Note) In the detailed description of the invention, FormTie is a registered trademark.

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

【図1】本考案実施例のスペーサの斜視図、FIG. 1 is a perspective view of a spacer according to an embodiment of the present invention;

【図2】型枠板材の斜視図、FIG. 2 is a perspective view of a form plate material;

【図3】型枠板材の断面図、FIG. 3 is a cross-sectional view of a form plate material;

【図4】本考案実施例の型枠の組立説明図FIG. 4 is an explanatory view of assembling the formwork of the embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 スペーサ 1a フランジ 1b 連結体 1b’リブ 2 長尺型枠板材 2a 断面T字状の溝 2b ガイド溝 2c ガイド凸縁部 2d スリット溝 3 コンクリートベース 4,4’ 鉄筋 DESCRIPTION OF SYMBOLS 1 Spacer 1a Flange 1b Connecting body 1b 'Rib 2 Long frame plate material 2a T-shaped groove 2b Guide groove 2c Guide convex edge 2d Slit groove 3 Concrete base 4, 4' Reinforcing bar

Claims (4)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】長尺型枠板材の裏面側にその短辺方向に沿
って断面T字状の溝を形成してなる表面に仕上面を有す
る型枠板材の複数個を、それらの裏面側を内側にして、
かつ長辺方向を横にして起てて上下に連接して対向配設
し、かつそれらの間に、左右両端に対向配置された断面
T字状のフランジ部材をそれらのT字基部を内側にして
連結体で連結して一体化してなるスペーサを、前記各型
枠の断面T字状の溝にスペーサの断面T字状のフランジ
部材を嵌挿して構成したことを特徴とする壁型枠。
1. A plurality of frame plate members having a T-shaped cross section formed on the back surface side of a long frame plate material along a short side direction thereof and having a finished surface on a surface thereof. With the inside
And it is raised with the long side direction sideways, connected vertically and opposed to each other, and between them, flange members having a T-shaped cross section which are arranged opposite to both right and left ends with their T-shaped bases inside. A spacer formed by integrally connecting and connecting with a connecting body by fitting a flange member having a T-shaped cross section of the spacer into a groove having a T-shaped cross section of each of the molds.
【請求項2】長尺型枠板材の裏面側にその短辺方向に沿
って断面T字状の溝を形成してなる表面に仕上面を有す
る型枠板材の複数個を、その裏面側を内側にして、かつ
長辺方向を横にして起てて上下に連接して対向配設し、
そしてそれらの間に、左右両端に対向配置された断面T
字状のフランジ部材をそれらのT字基部を内側にして連
結体で連結して一体化してなるスペーサを、前記各型枠
の断面T字状の溝に、スペーサの断面T字状のフランジ
部材を、その下半分を下方の長尺型枠板材の断面T字状
の溝に嵌挿し、また同フランジ部材の上半分を上方の長
尺型枠板材の断面T字状の溝に嵌挿して構成したことを
特徴とする壁型枠。
2. A plurality of frame plate members each having a T-shaped cross-section formed along the short side thereof on the back surface side of the long frame plate member and having a finished surface on the back side. On the inside, and raised with the long side direction sideways, connected vertically and opposedly arranged,
Between them, a cross section T disposed opposite to the left and right ends.
A spacer formed by integrally connecting the U-shaped flange members with their T-shaped bases inside by a connecting body is inserted into the T-shaped cross-sectional groove of each of the molds, and the spacer has a T-shaped cross-sectional flange member. By inserting the lower half thereof into the T-shaped groove of the lower long frame plate, and the upper half of the flange member into the T-shaped groove of the upper long frame plate. A wall formwork characterized by comprising.
【請求項3】長尺型枠板材の裏面側にその短辺方向に沿
って断面T字状の溝と長辺方向に沿って複数のスリット
溝を形成してなることを特徴とする請求項1又は2記載
の壁型枠。
3. A long frame member having a T-shaped cross section along a short side thereof and a plurality of slit grooves formed along a long side thereof on a back side of the long frame plate. 3. The wall form according to 1 or 2.
【請求項4】請求項1〜3のいずれか1項に記載の壁型
枠の構成に使用するための、左右両端に対向配置された
断面T字状のフランジ部材をそれらのT字基部を内側に
して連結体で連結して一体化してなるスペーサ。
4. A flange member having a T-shaped cross section, which is disposed on both left and right ends to face each other, for use in the construction of the wall form according to any one of claims 1 to 3. A spacer that is integrated inside by connecting it with a connecting body inside.
JP1998007002U 1998-09-09 1998-09-09 Wall formwork and spacers used for it Expired - Lifetime JP3057614U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1998007002U JP3057614U (en) 1998-09-09 1998-09-09 Wall formwork and spacers used for it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1998007002U JP3057614U (en) 1998-09-09 1998-09-09 Wall formwork and spacers used for it

Publications (1)

Publication Number Publication Date
JP3057614U true JP3057614U (en) 1999-06-02

Family

ID=43191545

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1998007002U Expired - Lifetime JP3057614U (en) 1998-09-09 1998-09-09 Wall formwork and spacers used for it

Country Status (1)

Country Link
JP (1) JP3057614U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3442690B2 (en) 1999-07-01 2003-09-02 フクビ化学工業株式会社 Width stop member for mounting basic heat insulation formwork and mounting structure of basic heat insulation formwork
JP3515431B2 (en) 1999-07-01 2004-04-05 フクビ化学工業株式会社 Basic insulation formwork
JP2017210774A (en) * 2016-05-24 2017-11-30 大成建設株式会社 Wall body, construction method thereof, and concrete mold-cum-wall member

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3442690B2 (en) 1999-07-01 2003-09-02 フクビ化学工業株式会社 Width stop member for mounting basic heat insulation formwork and mounting structure of basic heat insulation formwork
JP3515431B2 (en) 1999-07-01 2004-04-05 フクビ化学工業株式会社 Basic insulation formwork
JP2017210774A (en) * 2016-05-24 2017-11-30 大成建設株式会社 Wall body, construction method thereof, and concrete mold-cum-wall member

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