JPWO2008149543A1 - Baffle mounting frame and formwork method - Google Patents

Baffle mounting frame and formwork method Download PDF

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JPWO2008149543A1
JPWO2008149543A1 JP2009517721A JP2009517721A JPWO2008149543A1 JP WO2008149543 A1 JPWO2008149543 A1 JP WO2008149543A1 JP 2009517721 A JP2009517721 A JP 2009517721A JP 2009517721 A JP2009517721 A JP 2009517721A JP WO2008149543 A1 JPWO2008149543 A1 JP WO2008149543A1
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separator
mounting frame
plate
slat
concrete
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JP4845226B2 (en
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佐藤　賢吉
賢吉 佐藤
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8652—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties located in the joints of the forms

Abstract

せき板パネルを固定する枠にセパレーターを固定する場合において、セパレーター端部の切断を不要とする。コンクリート型枠工法に用いる、せき板の側縁を固定する枠Ｘとして、上下に延びる長尺の本体と、前記本体の少なくとも一方の側面に形成される、せき板側縁に係合する縦溝からなるせき板保持部１０ａと、本体表面から背面側に向って形成される、フォーム固定具基端部が収まる空間からなる空洞部３０と、本体背面から前記空洞部３０に至る貫通孔からなる、一以上のセパレーター孔２１とを設ける。When fixing a separator to the frame which fixes a board panel, the cutting | disconnection of a separator edge part becomes unnecessary. As a frame X for fixing a side edge of a slat plate used in a concrete mold method, a long main body extending vertically and a vertical groove formed on at least one side surface of the main body and engaging with a slat side edge A holding plate 10a, a cavity 30 that is formed from the surface of the main body toward the back surface, and is a space for accommodating the base end of the foam fixture, and a through hole that extends from the back of the main body to the cavity 30. One or more separator holes 21 are provided.

Description

本発明は建築工事におけるコンクリート型枠工法に用いられるせき板を固定するせき板取付枠及びこれを用いた型枠工法に関し、特に、せき板をコンクリート硬化後に建築物の一部として用いるせき板取付枠及び型枠工法に関する。   TECHNICAL FIELD The present invention relates to a siding plate mounting frame for fixing a siding plate used in a concrete formwork method in construction work, and a formwork method using the same, and in particular, a sill plate attachment used as a part of a building after hardening the concrete. The present invention relates to a frame and a formwork method.

従来のコンクリート型枠を用いた工法において、型枠パネルと断熱材パネルを兼用して用いることが行われている。具体的には、下記特許文献１に示されるような型枠パネル兼用の内外装下地部材が製造段階で組み込まれている合成樹脂発泡体の型枠断熱パネルを、組み立てて型枠としてコンクリートを打設する。そして、コンクリート硬化後に、パネルを撤去することなく、予め組み込まれている内外装下地部材に内外装材類を取り付ける。この方法によれば、型枠パネルの撤去作業および断熱材の新たな取り付け作業が不要になり、作業性が高い。
このような内外装下地兼用の型枠パネルを建て込む際には、各パネル間にＨ型鋼を立て、Ｈ型鋼の溝にパネルの側縁部を係合させることで、各パネルを固定している。
また、型枠パネルの建て込みに際しては、対向する型枠パネル同士の幅を一定にするためにセパレーターを固定する必要がある。この場合、型枠パネルに予め孔を開けておき、セパレーターをこの孔に通してボルトで固定するが、コンクリート硬化後は、型枠パネルを取り外すことができないので、セパレーターの型枠パネルから突出する端部は、切断するか、内外装部材の固定に用いられることとなる。
特開平５−１７１７２３号 In a construction method using a conventional concrete formwork, a formwork panel and a heat insulating material panel are used in combination. Specifically, as shown in the following Patent Document 1, a synthetic resin foam mold heat insulation panel in which an interior / exterior base member that also serves as a mold panel is incorporated at the manufacturing stage is assembled and concrete is cast as a mold. Set up. Then, after the concrete is hardened, the interior / exterior materials are attached to the interior / exterior base member incorporated in advance without removing the panel. According to this method, the work for removing the formwork panel and the new work for attaching the heat insulating material become unnecessary, and the workability is high.
When building such a formwork panel for interior / exterior substrate, each panel is fixed by standing H-shaped steel between the panels and engaging the side edge of the panel with the groove of the H-shaped steel. Yes.
Further, when the formwork panels are installed, it is necessary to fix the separator in order to make the widths of the opposing formwork panels constant. In this case, a hole is made in the formwork panel in advance, and the separator is passed through this hole and fixed with bolts. However, after the concrete is hardened, the formwork panel cannot be removed, so that it protrudes from the formwork panel of the separator. The end portion is cut or used for fixing the inner and outer members.
JP-A-5-171723

しかし、セパレーター端部の切断作業は手間が掛かり、また、内外装の固定位置とセパレーターの位置が常に一致するわけではないので、セパレーターの端部を内外装の固定に用いることができる場合は多くなく、内外装の固定に用いない場合はやはりセパレーター端部を切断しなければならない。
また、せき板パネルを固定する枠に、セパレーターを固定できればせき板にセパレーターを固定する場合に比較して作業性がよい。即ち、枠を先に立設してから、せき板パネルを固定する場合は、枠を立設した状態でセパレーターを固定することで、作業空間に余裕ができるので、作業が容易になり、また、枠とせき板パネルを順々に固定する場合でも、対向する枠が固定された段階でセパレーターを固定することで、端部での作業となり、やはり、作業が容易となる。
以上のことを鑑みて、本発明は、せき板パネルを固定する枠にセパレーターを固定する場合において、セパレーター端部の切断を不要とすることを課題とする。However, the work of cutting the end of the separator is time-consuming, and since the fixing position of the inner and outer parts does not always coincide with the position of the separator, there are many cases where the end of the separator can be used for fixing the inner and outer parts. If not used for fixing the interior and exterior, the end of the separator must still be cut.
In addition, if the separator can be fixed to the frame for fixing the dam plate panel, the workability is better than when the separator is fixed to the dam plate. In other words, when fixing the panel panel after the frame is erected first, the work space can be afforded by fixing the separator with the frame erected, so that the work becomes easy. Even when the frame and the board panel are fixed in order, fixing the separator at the stage where the opposing frame is fixed makes the work at the end part, and the work becomes easy.
In view of the above, it is an object of the present invention to eliminate the need to cut the end of the separator when the separator is fixed to the frame for fixing the board panel.

上記課題を解決するために、本発明は次のような構成を有する。
請求項１に記載の発明は、コンクリート型枠工法に用いる、せき板の側縁を固定する枠であって、上下に延びる長尺の本体と、前記本体の少なくとも一方の側面に形成される、せき板側縁に係合する縦溝からなるせき板保持部と、本体表面から背面側に向って形成される、フォーム固定具基端部が収まる空間からなる空洞部と、本体背面から前記空洞部に至る貫通孔からなる、一以上のセパレーター孔とを有するせき板取付枠である。なお、縦溝は側面に穴や切り欠きが形成されていてもよい。
請求項２に記載の発明は、前記せき板取付枠において、前記セパレーター穴は二以上形成されるものであって、前記空洞部は複数のセパレーター穴を包含するように前記本体内部で前記本体の長手方向に延びるように形成されるものである。
請求項３に記載の発明は、前記せき板取付枠において、前記せき板保持部は、前記本体の側面の幅よりも狭い幅に形成され、裏面側に偏った位置に形成されるものである。
請求項４に記載の発明は、前記せき板取付枠において、前記せき板保持部は、第一の縦溝からなる第一保持部と、第一保持部の底面に形成される第一保持部の溝幅よりも狭い溝幅を有する第二の縦溝からなる第二保持部とを有するものである。In order to solve the above problems, the present invention has the following configuration.
The invention according to claim 1 is a frame for fixing a side edge of a slat used for a concrete mold method, and is formed on a long main body extending vertically and at least one side surface of the main body. A slat plate holding portion formed of a longitudinal groove that engages with the slat plate side edge, a cavity portion that is formed from the surface of the main body toward the back surface, and that includes a space in which the base end portion of the foam fixing device is accommodated, and the cavity from the back surface of the main body It is a slat plate attachment frame which has one or more separator holes which consist of a through-hole which reaches a part. In addition, the vertical groove may have a hole or notch formed on the side surface.
According to a second aspect of the present invention, in the slat plate mounting frame, two or more of the separator holes are formed, and the hollow portion includes a plurality of separator holes. It is formed so as to extend in the longitudinal direction.
According to a third aspect of the present invention, in the slat plate mounting frame, the slat plate holding portion is formed to have a width narrower than the width of the side surface of the main body, and is formed at a position biased toward the back surface side. .
According to a fourth aspect of the present invention, in the slat plate mounting frame, the slat plate holding portion includes a first holding portion including a first vertical groove and a first holding portion formed on a bottom surface of the first holding portion. And a second holding portion made of a second vertical groove having a groove width narrower than the groove width.

請求項５に記載の発明は、前記せき板取付枠において、前記セパレーター孔にはセパレーター先端の雄ねじに係合する雌ねじが形成されているものである。
請求項６に記載の発明は、前記せき板取付枠において、前記本体の裏面には、裏面にほぼ垂直に立設される一以上の板状部材を有するものである。
請求項７に記載の発明は、前記せき板取付枠において、前記本体の裏面には、長手方向に延びる蟻溝が形成されるものである。
請求項８に記載の発明は、前記セパレーター孔に替えて、前記空洞部内に立設された雄ねじを有する２の請求項１から４に記載のせき板取り付け枠を一定間隔を空けて裏面同士が向かい合うように対向させ、各裏面同士を板材もしくは棒材により連結固定した、せき板取り付け枠ユニットである。According to a fifth aspect of the present invention, in the dam plate mounting frame, a female screw that engages with a male screw at a tip of the separator is formed in the separator hole.
According to a sixth aspect of the present invention, in the bottom plate mounting frame, the back surface of the main body includes one or more plate-like members that are erected substantially perpendicularly to the back surface.
According to a seventh aspect of the present invention, in the bottom plate mounting frame, a dovetail groove extending in the longitudinal direction is formed on the back surface of the main body.
According to an eighth aspect of the present invention, the back plate attachment frame according to any one of the first to fourth aspects of the present invention has a male screw erected in the hollow portion in place of the separator hole, and the back surfaces thereof are spaced apart from each other at a predetermined interval. It is a board mounting frame unit that faces each other so as to face each other, and each back surface is connected and fixed by a plate material or a bar material.

請求項９に記載の発明は、前記せき板取付枠とせき板とを係合させて立設するせき板設置工程と、前記せき板取付枠ユニットの前記セパレーター孔に先端が前記空洞部内に収まるようセパレーターを通すセパレーター貫通工程と、空洞部内に突出するセパレータの先端に対し、前記空洞部表面側からフォーム固定具基端部を通し、フォーム固定具により支保工を固定する支保工固定工程と、コンクリートを打設してコンクリート躯体を形成するコンクリート打設工程と、支保工及びフォーム固定具を取り外す除去工程とを有するコンクリート構造物の型枠工法である。
請求項１０に記載の発明は、請求項８項に記載のせき板取付枠ユニットとせき板とを係合させて立設するせき板設置工程と、前記空洞部内に突出する雄ねじに対し、前記空洞部表面側からフォーム固定具基端部を通し、フォーム固定具により支保工を固定する支保工固定工程と、コンクリートを打設してコンクリート躯体を形成するコンクリート打設工程と、支保工及びフォーム固定具を取り外す除去工程とを有するコンクリート構造物の型枠工法である。According to the ninth aspect of the present invention, there is provided a slat plate installation step in which the slat plate mounting frame and the slat plate are engaged with each other, and a tip end is accommodated in the cavity of the separator plate frame unit. A separator penetrating step for passing the separator, and a support fixing step for fixing the support by the foam fixing tool through the foam fixing base end portion from the cavity surface surface side with respect to the tip of the separator protruding into the cavity, It is a formwork method for a concrete structure having a concrete placing process for placing concrete to form a concrete frame and a removing process for removing a support and a foam fixture.
The invention described in claim 10 is directed to a slat plate installation step in which the slat plate mounting frame unit according to claim 8 is engaged with the slat plate, and a male screw protruding into the cavity. A support fixing process for fixing the supporting work with the foam fixing tool through the base part of the foam fixing tool from the surface side of the cavity, a concrete placing process for forming a concrete frame by placing concrete, the supporting work and the foam It is a formwork method of a concrete structure which has the removal process which removes a fixing tool.

請求項１に記載の発明は、せき板を解体せずにコンクリート躯体の一部として残すコンクリート型枠工法において、せき板保持部によりせき板を保持した状態において、セパレーターの端部が空洞部に収まり、この空洞部にフォーム固定具端部を固定して支保工を組むことができ、コンクリート硬化後支保工を解体するとセパレーターの端部が表面側に突出しないので、セパレーターの端部を切断することなく、枠体表面側に内外装材を設けることができる。
請求項２に記載の発明は、空洞部が長手方向に延びるように形成されることで、コンクリート硬化後に内外装仕上げを行う際、この縦方向に延びる空洞部に配線や配管を通すことができる。
請求項３に記載の発明は、前記せき板保持部を前記本体の側面の幅よりも狭い幅に形成され、裏面側に偏っているので、表面側に内外装部材を固定すると、せき板を構成するパネルの表面側と内外装部材の裏面側とに隙間ができ、ここに、内外装仕上げ時に配線や配管を通すことができる。
請求項４に記載の発明は、第一保持部と第二保持部の２つの幅の異なる保持部を有するので、異なる２種類の厚さを有するせき板に用いることができる。According to the first aspect of the present invention, in the concrete formwork method in which the siding plate is not disassembled and is left as a part of the concrete frame, in the state where the siding plate is held by the staking plate holding portion, the end portion of the separator becomes a hollow portion. The end of the separator is cut off because the end of the separator does not protrude to the surface side when the support is disassembled after the concrete is hardened. The inner and outer materials can be provided on the surface side of the frame without any problem.
According to the second aspect of the present invention, when the hollow portion is formed to extend in the longitudinal direction, wiring and piping can be passed through the hollow portion extending in the vertical direction when finishing the interior and exterior after the concrete is hardened. .
In the invention according to claim 3, since the slat plate holding portion is formed to be narrower than the width of the side surface of the main body and is biased toward the back surface side, when the inner and outer members are fixed to the front surface side, A gap is formed between the front surface side of the panel to be configured and the back surface side of the interior / exterior member, and wiring and piping can be passed therethrough when finishing the interior / exterior.
Since the invention according to claim 4 has two holding portions having different widths, that is, the first holding portion and the second holding portion, it can be used for the slats having two different thicknesses.

請求項５に記載の発明は、前記セパレーター孔に雌ネジが形成されることで、セパレーター先端が固定されるので、型枠組み立て時に、セパレーターをボルト等で固定する必要がなくなる。
請求項６に記載の発明は、板状部材を本体の裏面側に有することで、コンクリート打設時に板状部分がコンクリート内に存した状態となり、コンクリート硬化後本体がしっかりとコンクリート躯体に固定できる。
請求項７に記載の発明は、本体の裏面に蟻溝を設けることで、コンクリート打設時にコンクリートが蟻溝内に充填され、この状態でコンクリートが硬化すると、コンクリート躯体から本体が構造的に抜けなくなるので、コンクリート躯体と本体とがしっかりと固定されることになる。
請求項８に記載の発明は、請求項１に記載の発明と同様、コンクリート硬化後は雄ねじが空洞内部に隠れるので、支保工を解体すると直ぐに内外装部材を固定することができる。そして、セパレーターを固定する必要がないので、型枠組み立てに際して、作業労力を低減することができる。In the invention of claim 5, since the tip of the separator is fixed by forming a female screw in the separator hole, it is not necessary to fix the separator with a bolt or the like when assembling the mold.
The invention according to claim 6 has a plate-like member on the back side of the main body, so that the plate-like portion exists in the concrete when placing the concrete, and the main body can be firmly fixed to the concrete frame after the concrete is hardened. .
According to the seventh aspect of the present invention, the dovetail groove is provided on the back surface of the main body so that the concrete is filled in the dovetail groove when the concrete is placed. When the concrete is hardened in this state, the main body is structurally removed from the concrete frame. Since it disappears, the concrete frame and the main body are firmly fixed.
In the invention according to claim 8, like the invention according to claim 1, since the male screw is hidden inside the cavity after the concrete is hardened, the inner and outer members can be fixed immediately after the support work is disassembled. And since it is not necessary to fix a separator, a work labor can be reduced at the time of a formwork assembly.

請求項９に記載の発明は、支保工を枠本体に固定するので、縦端太材を固定することが不要となり、また、支保工を解体してフォーム固定具を取り外すと、セパレーターが枠の表面側から突出しないようにできるので、セパレーター先端を切断することなく、内外装部材を枠表面に固定することができる。
請求項１０に記載の発明は、やはり、支保工を枠本体に固定するので、縦端太材を固定することが不要となり、フォーム固定具を取り外すと、直ちに内外装部材を枠表面に固定することができる。さらに、型枠組み立て時にセパレーターを固定する作業が不要であるので作業労力を低減することができる。The invention according to claim 9 fixes the support work to the frame main body, so that it is not necessary to fix the vertical end thick material, and when the support work is disassembled and the foam fixture is removed, the separator becomes the frame. Since it does not protrude from the surface side, the inner and outer member can be fixed to the surface of the frame without cutting the tip of the separator.
The invention according to claim 10 also fixes the support work to the frame body, so that it is not necessary to fix the vertical end thick material. When the foam fixing tool is removed, the inner and outer members are immediately fixed to the frame surface. be able to. Furthermore, since the operation | work which fixes a separator at the time of a formwork assembly is unnecessary, work labor can be reduced.

以下、本発明の実施の形態について、図面を参照しながら説明する。
（実施形態１）
図１（ａ）（ｂ）に実施形態１に係るせき板取付枠Ｘを表す斜視図を示し、図２にせき板取付枠Ｘの横断面図を示す。図１（ａ）はせき板取付枠Ｘを表面側から見た図であり、図１（ｂ）はせき板取付枠Ｘを裏面側から見た図である。せき板取付枠Xは、本体が長尺の柱状体であり、裏面を構成する長尺の板体１１に、2本の断面Ｌ字状の長尺のアングル１２、１２を水平部分が両側に張り出すように対向させて溶接固定されている。板体１１には、長手方向に一定間隔で並ぶように、セパレーターを貫通させる孔であるセパレーター孔２１が形成されている。また、図１（ｂ）に示すように、板体１１の裏面側には、短冊状のアンカー部材１４が、セパレーター孔２１部分が表出するように間隔を空けて、複数溶接固定されている。なお、アンカー部材１４は、セパレーター孔２１から側方のずれた位置に設けてもよく、この場合は、セパレーター孔２１を避ける必要がないので、上尺の部材としてもよい。また、アングル１２、１２の前面の間には、複数の長方形状の板体である補強板１３が、表面の位置がアングル１２の表面の位置と一致するように溶接固定されている。なお、補強板１３同士の間に形成される長方形状の開口３１は、丁度セパレーター孔２１の正面部分に位置するように設定され、また、想定されるフォーム固定具の基端部が入る程度の大きさに設定される。このような構成により、せき板取付枠Ｘの真ん中には、四角柱状の長手方向に連なる空洞部３０が形成され、前面の長方形状の開口から挿入されるフォーム固定具の基端部を内部に収容できるようになっている。また、板体１１の両端表側部分と、Ｌ字アングル１２の裏面と外側面により縦溝部分が形成されるが、この部分がせき板側縁に係合するせき板保持部１０ａを構成する。Hereinafter, embodiments of the present invention will be described with reference to the drawings.
(Embodiment 1)
FIGS. 1A and 1B are perspective views showing the board mounting frame X according to the first embodiment, and FIG. 2 is a cross-sectional view of the board mounting frame X. FIG. 1A is a view of the bottom plate mounting frame X as viewed from the front side, and FIG. 1B is a view of the bottom plate mounting frame X as viewed from the back side. The plate attachment frame X is a long columnar body, and the long plate body 11 constituting the back surface is provided with two long L-shaped angles 12 and 12 on both sides of the horizontal portion. It is fixed by welding so as to face each other. The plate body 11 is formed with separator holes 21 which are holes through which the separators are arranged at regular intervals in the longitudinal direction. Moreover, as shown in FIG.1 (b), the strip-shaped anchor member 14 is welded and fixed to the back surface side of the board 11 at intervals so that the separator hole 21 part may expose | express. . The anchor member 14 may be provided at a position shifted laterally from the separator hole 21. In this case, since it is not necessary to avoid the separator hole 21, it may be an upper scale member. Further, between the front surfaces of the angles 12, 12, a reinforcing plate 13, which is a plurality of rectangular plates, is welded and fixed so that the position of the surface coincides with the position of the surface of the angle 12. In addition, the rectangular opening 31 formed between the reinforcing plates 13 is set so as to be positioned just in the front portion of the separator hole 21, and the base end portion of the assumed foam fixture is included. Set to size. With such a configuration, a rectangular column-shaped hollow portion 30 is formed in the middle of the bottom plate mounting frame X, and the base end portion of the foam fixture inserted from the rectangular opening on the front surface is formed inside. It can be accommodated. Moreover, although the longitudinal groove part is formed by the both ends front side part of the board | plate body 11, and the back surface and outer side surface of the L-shaped angle 12, this part comprises the board holding part 10a engaged with a board side edge.

次に、このせき板取付枠Ｘを用いたコンクリート構造物の型枠工法について説明する。まず、せき板固定枠Ｘを裏面を対向させて、型枠を形成する所定位置に設置し、互いのセパレーター孔１２に図３に示すように、セパレーターＳを通し、セパレーターＳの空洞部３０内部に突出するセパレーターＳの端部に、せき板取付枠Ｘの表面側の開口３１から挿入したフォーム固定具Ｆの基端部を螺合し固定する。その後、せき板取付枠Ｘのせき板保持部１０ａに、せき板Ｂの端部を係合させる。なお、ここで用いるせき板Ｂは、断熱材を兼用している。その後、せき板Ｂの開放されている端部にせき板取付枠Ｘを固定し、順次、セパレーターＳ、フォーム固定具Ｆを固定し、せき板保持部１０ａに、せき板Ｂの端部を係合させるという作業を順次繰り返すことで、型枠を形成していく。さらに、フォーム固定具Ｆを用いて横端太材を一定間隔固定し、その他必要な支保工により型枠を補強する。なお、せき板取付枠Ｘが縦端太材の役割を果たすので、縦端太材を固定する必要はない。その後、コンクリートを打設し、養生・硬化させる。この状態で、せき板取付枠Ｘのアンカー部材１４はコンクリート内部に埋設された状態となり、せき板取付枠Ｘはしっかりとコンクリートに固定される。その後、横端太材他の支保工を取り外し、せき板取付枠Ｘの表面や、せき板Ｓの表面に内外装部材Ｎを釘、ビスで固定し仕上げを行う。なお、せき板取付枠Ｘの空洞部３０は、配線や配管を通す空間として利用することも可能である。また、アンカー部材１４は、コンクリート面からの分離防止の他に、縦目地を確実に形成できることから誘発目地の役割が期待できる。   Next, the formwork method of the concrete structure using this sill plate attachment frame X is demonstrated. First, the bottom plate fixing frame X is placed at a predetermined position where the back surface is opposed to form a mold, and the separator S is passed through each separator hole 12 as shown in FIG. The base end portion of the foam fixture F inserted from the opening 31 on the surface side of the slat plate mounting frame X is screwed and fixed to the end portion of the separator S protruding to the front. Thereafter, the end portion of the weir plate B is engaged with the weir plate holding portion 10 a of the weir plate mounting frame X. In addition, the dam plate B used here also serves as a heat insulating material. Thereafter, the slat plate mounting frame X is fixed to the open end of the slat plate B, the separator S and the foam fixture F are sequentially fixed, and the end of the slat plate B is engaged with the slat plate holding portion 10a. Formwork is formed by sequentially repeating the process of combining them. Further, the thick end F members are fixed at regular intervals using the foam fixing tool F, and the formwork is reinforced by other necessary support work. In addition, since the dam plate mounting frame X plays the role of a vertical end thick material, it is not necessary to fix the vertical end thick material. After that, concrete is cast and cured and hardened. In this state, the anchor member 14 of the bottom plate mounting frame X is buried in the concrete, and the bottom plate mounting frame X is firmly fixed to the concrete. After that, the support members such as the thick side ends are removed, and the inner and outer members N are fixed to the surface of the slat plate mounting frame X and the surface of the slat plate S with nails and screws to finish. In addition, the cavity 30 of the dam plate mounting frame X can be used as a space through which wiring and piping are passed. In addition to preventing separation from the concrete surface, the anchor member 14 can be expected to have a role of induction joint because it can reliably form a vertical joint.

（実施の形態１の変形例）
図４（ａ）に実施形態１に係るせき板取付枠Ｘの変形例であるせき板取付枠Ｘ２の斜視図を示し、図４（ｂ）にせき板取り付け枠Ｘ２の横断面図を示す。せき板取付枠Ｘ２は、せき板取付枠Ｘのせき板保持部１０ａを形成する縦溝の底面に、長尺の板状部材１５を立設固定することで、せき板取付枠の幅よりも狭い幅を有する縦溝からなるせき板保持部１０ｂを形成したものである。
このような構成により、図４（ｃ）に示すように、幅の狭いせき板Ｂを固定できるとともの、内外装部材Ｎをせき板取付枠Ｘ２に固定した際に、せき板と内外装部材Ｎとの間に空間ＳＰが形成されるので、せき板取付枠Ｘ２の空洞部３０に加えて、この空間ＳＰを配線等に利用することができる。(Modification of Embodiment 1)
FIG. 4A shows a perspective view of a board attachment frame X2 which is a modification of the board attachment frame X according to the first embodiment, and FIG. 4B shows a cross-sectional view of the board attachment frame X2. The slat plate mounting frame X2 has a longer plate-like member 15 standing and fixed on the bottom surface of the longitudinal groove forming the slat plate holding portion 10a of the slat plate mounting frame X, so that it is larger than the width of the slat plate mounting frame. A skirt plate holding portion 10b made of a longitudinal groove having a narrow width is formed.
With such a configuration, as shown in FIG. 4 (c), the narrow board B can be fixed, and when the inner and outer members N are fixed to the board mounting frame X2, the board and the inner and outer parts are fixed. Since the space SP is formed between the member N and the member N, the space SP can be used for wiring or the like in addition to the hollow portion 30 of the bottom plate mounting frame X2.

（実施形態２）
図５（ａ）（ｂ）に実施形態２に係るせき板取付枠Ｙの斜視図を示す。図５（ａ）はせき板取付枠Ｙを表面側から見た図であり、図５（ｂ）はせき板取付枠Ｙを裏面側から見た図である。せき板取付枠Ｙは、本体となる断面長方形状の柱体４０の両側面に、縦溝４０ａ、４０ｂを形成した形状を有している。縦溝４０ａは側方の幅の４分の３程度の幅をもつ溝であり、縦溝４０ｂは、縦溝４０ａより幅が狭く、縦溝４０ａの底面に形成される、縦溝４０ｂと一方の内側面を共有する溝である。そして、縦溝４０ａ、４０ｂのそれぞれがせき板側縁に係合する第１及び第２の縦溝としてせき板保持部４０ａ、４０ｂを構成する。柱体４０の表面から裏面にかけては、長手方向に並ぶように複数の貫通孔からなるセパレーター孔４１が形成される。さらに、柱体４０の表面には、セパレーター孔４１の位置に、想定されるフォーム固定具の基端部が収まる程度の内径を有するザグリ孔が形成される。このザグリ孔により空洞部４５が形成される。また、裏面のセパレーター孔４１が並ぶ線に沿って、蟻溝４３が形成されている。(Embodiment 2)
5 (a) and 5 (b) are perspective views of the weir plate mounting frame Y according to the second embodiment. FIG. 5A is a view of the bottom plate mounting frame Y as viewed from the front side, and FIG. 5B is a view of the bottom plate mounting frame Y as viewed from the back side. The slat plate mounting frame Y has a shape in which longitudinal grooves 40a and 40b are formed on both side surfaces of a columnar body 40 having a rectangular cross section serving as a main body. The vertical groove 40a is a groove having a width of about three-fourths of the lateral width, and the vertical groove 40b is narrower than the vertical groove 40a and formed on the bottom surface of the vertical groove 40a. It is a groove which shares the inner surface of. And the vertical groove 40a, 40b comprises the board holding | maintenance part 40a, 40b as the 1st and 2nd vertical groove which each engages with a board side edge. Separator holes 41 including a plurality of through holes are formed so as to be aligned in the longitudinal direction from the front surface to the back surface of the column body 40. Further, a counterbore hole having an inner diameter sufficient to accommodate the assumed base end portion of the foam fixture is formed on the surface of the column body 40 at the position of the separator hole 41. A cavity 45 is formed by the counterbored holes. A dovetail groove 43 is formed along the line where the separator holes 41 on the back surface are arranged.

このせき板取付枠Ｙを用いたコンクリート構造物の型枠工法は、実施形態１に係るコンクリート構造物の型枠工法とほぼ同様の手順で行われる。即ち、せき板固定枠Ｙを裏面を対向させて、型枠を形成する所定位置に設置し、互いのセパレーター孔４１に図６に示すように、セパレーターＳを通し、セパレーターＳの空洞部４５内部に突出するセパレーターＳの端部にフォーム固定具Ｆの基端部を螺合し固定する。その後、せき板取付枠Ｙのせき板保持部４０ａ又は４０ｂに、せき板Ｂ１又はＢ２の端部を係合させる。いずれのせき板保持部を用いるかは、固定するせき板の厚さにより適宜選択される。その後、せき板の開放されている端部にせき板取付枠Ｙを固定し、順次、セパレーターＳ、フォーム固定具Ｆを固定し、せき板保持部４０ａ又は４０ｂに、せき板Ｂ１又はＢ２の端部を係合させるという作業を順次繰り返すことで、型枠を形成していく。さらに、フォーム固定具Ｆを用いて横端太材を一定間隔固定し、その他必要な支保工により型枠を補強する。なお、やはりせき板取付枠Ｙが縦端太材の役割を果たすので、縦端太材を固定する必要はない。その後、コンクリートを打設し、養生・硬化させる。この状態で、せき板取付枠Ｙの蟻溝４３内にコンクリートが充填された状態となり、せき板取付枠Ｙはしっかりとコンクリートに固定される。その後、横端太材他の支保工を取り外し、せき板取付枠Ｙの表面や、せき板Ｓの表面に内外装部材Ｎを釘、ビスで固定し仕上げを行う。
せき板取付枠Ｙは、２つの異なる厚さのせき板に対応できるせき板保持部４０ａ、４０ｂを有するので、状況に応じて、２種類のせき板を選択することができる。なお、せき板保持部の数は、２つに限らず３以上設けてもよい。The formwork method of the concrete structure using the slat plate mounting frame Y is performed in substantially the same procedure as the formwork method of the concrete structure according to the first embodiment. That is, the bottom plate fixing frame Y is placed at a predetermined position where the back surface is opposed and the mold is formed, and the separator S is passed through each separator hole 41 as shown in FIG. The base end portion of the foam fixture F is screwed and fixed to the end portion of the separator S protruding to the front. Thereafter, the end of the base plate B1 or B2 is engaged with the base plate holding portion 40a or 40b of the base plate mounting frame Y. Which base plate holding portion is used is appropriately selected depending on the thickness of the base plate to be fixed. Thereafter, the plate attachment frame Y is fixed to the open end of the plate, the separator S and the foam fixture F are sequentially fixed, and the end of the plate B1 or B2 is fixed to the plate holding part 40a or 40b. The mold is formed by sequentially repeating the operation of engaging the parts. Further, the thick end F members are fixed at regular intervals using the foam fixing tool F, and the formwork is reinforced by other necessary support work. In addition, since the slat plate mounting frame Y also plays the role of a vertical end thick member, it is not necessary to fix the vertical end thick member. After that, concrete is cast and cured and hardened. In this state, concrete is filled in the dovetail groove 43 of the support plate mounting frame Y, and the support plate mounting frame Y is firmly fixed to the concrete. Thereafter, the support members such as the thick side end thick members are removed, and the interior / exterior member N is fixed to the surface of the slat plate mounting frame Y and the surface of the slat plate S with nails and screws to finish.
The slat plate mounting frame Y includes slat plate holding portions 40a and 40b that can correspond to two different thickness slat plates, so that two types of slat plates can be selected according to the situation. Note that the number of the retaining plate holding portions is not limited to two and may be three or more.

（実施形態３）
図７（ａ）（ｂ）に実施形態３に係るせき板取付枠Ｚの斜視図を示す。図７（ａ）はせき板取付枠Ｚを表面側から見た図であり、図７（ｂ）はせき板取付枠Ｚを裏面側から見た図である。せき板取付枠Ｚは、扁平な角パイプ状の柱体５１を有する。柱体５１の裏面側にセパレーターの端部が係合できるネジ孔からなるセパレーター孔６１が、長手方向に複数配列され、表面側には、セパレーター孔６１に対向する位置に、想定されるフォーム固定具の基端部が挿入できる開口７１が形成されている。このような構成により、柱体５１の真ん中には、四角柱状の長手方向に延びる空洞部７０が形成され、前面の円形の開口７１から挿入されるフォーム固定具の基端部を内部に収容できるようになっている。
柱体５１の裏面側には、複数の短冊状の板体である脚板５３が、セパレーター孔６１部分が表出するように間隔を空けて、複数溶接固定されている。そして、脚板５３の柱体５１と反対の縁部には長尺の板体である背面板５２が溶接固定されている。なお背面板５２のセパレーター孔７１に対向する位置には、セパレーターを通すための貫通孔６２が形成されている。このような構成により、背面板５２の表面側と、柱体５１の裏面側と、脚板５３の側面とで縦溝が形成され、この部分がせき板側縁に係合するせき板保持部５０ａを構成する。(Embodiment 3)
FIGS. 7A and 7B are perspective views of the weir plate mounting frame Z according to the third embodiment. FIG. 7A is a view of the bottom plate mounting frame Z as viewed from the front side, and FIG. 7B is a view of the bottom plate mounting frame Z as viewed from the back side. The slat plate mounting frame Z includes a flat square pipe-like column body 51. A plurality of separator holes 61 made of screw holes that can engage the end of the separator on the back surface side of the column 51 are arranged in the longitudinal direction, and on the front surface side, an assumed foam fixing is provided at a position facing the separator holes 61. An opening 71 into which the proximal end of the tool can be inserted is formed. With such a configuration, a rectangular column-shaped hollow portion 70 extending in the longitudinal direction is formed in the middle of the column body 51, and the base end portion of the foam fixture inserted from the circular opening 71 on the front surface can be accommodated inside. It is like that.
On the back surface side of the column body 51, a plurality of leg plates 53, which are strip-shaped plate bodies, are fixed by welding at intervals such that the separator hole 61 portion is exposed. A back plate 52, which is a long plate, is welded and fixed to the edge of the leg plate 53 opposite to the column 51. A through hole 62 for allowing the separator to pass therethrough is formed at a position facing the separator hole 71 of the back plate 52. With such a configuration, a vertical groove is formed on the front surface side of the back plate 52, the back surface side of the column body 51, and the side surface of the leg plate 53, and this portion engages with the support plate side edge 50a. Configure.

このせき板取付枠Ｚを用いたコンクリート構造物の型枠工法も、実施形態１に係るコンクリート構造物の型枠工法とほぼ同様の手順で行われる。即ち、せき板固定枠Ｚを裏面を対向させて、型枠を形成する所定位置に設置する。なお、この際、図８（ａ）に示すような断面コの字状の長尺のアングルからなる連結レール２００を用いてもよい。連結レール２００の底面には、一定間隔で貫通孔２０４が設けられているので、連結レール２００をせき板の設置位置に敷き、この貫通孔２０４から適当なアンカー部材により連結レール２００を地面に固定し、連結レール２００の垂直に立った板面に設けられた切り欠き２０２、２０３に図の想像線で示すように、せき板取付枠Ｚの下端を挿入して固定する。
その後、対向して設置されたせき板取付枠Ｚの互いのセパレーター孔７１に図９に示すように、セパレーターＳを通し、柱体５１の開口７１からフォーム固定具Ｆの基端部を通し、セパレーターＳの空洞部７０内部に突出するセパレーターＳの端部にフォーム固定具Ｆの基端部を螺合し固定する。その後、せき板取付枠Ｚのせき板保持部５０ａに、せき板Ｂの端部を係合させる。その後、せき板Ｂの開放されている端部および連結レール２００の切り欠き２０２、２０３にせき板取付枠Ｚを固定し、順次、セパレーターＳ、フォーム固定具Ｆを固定し、せき板保持部５０ａに、せき板Ｂの端部を係合させるという作業を順次繰り返すことで、型枠を形成していく。The concrete structure mold method using the slat plate mounting frame Z is also performed in substantially the same procedure as the concrete structure mold method according to the first embodiment. That is, the bottom plate fixing frame Z is placed at a predetermined position where the back surface is opposed to form the mold. At this time, a connecting rail 200 having a long angle with a U-shaped cross section as shown in FIG. 8A may be used. Since the through-holes 204 are provided in the bottom surface of the connection rail 200 at regular intervals, the connection rail 200 is laid at the position where the dam plate is installed, and the connection rail 200 is fixed to the ground from the through-hole 204 by an appropriate anchor member. Then, as shown by an imaginary line in the figure, notches 202 and 203 provided on the plate surface of the connecting rail 200 standing vertically are inserted and fixed.
Thereafter, as shown in FIG. 9, the separator S is passed through the separator holes 71 of the mounting plate Z installed opposite to each other, and the base end portion of the foam fixture F is passed through the opening 71 of the column body 51, The base end portion of the foam fixture F is screwed and fixed to the end portion of the separator S protruding into the cavity portion 70 of the separator S. Thereafter, the end portion of the weir plate B is engaged with the weir plate holding portion 50a of the weir plate mounting frame Z. Thereafter, the slat plate mounting frame Z is fixed to the open end of the slat plate B and the notches 202 and 203 of the connecting rail 200, and the separator S and the foam fixture F are sequentially fixed to the slat plate holding portion 50a. In addition, the formwork is formed by sequentially repeating the operation of engaging the end portion of the plate B.

なお、せき板Ｂをさらに上方に設置する必要がある場合には、図８（ｂ）に示すような、断面Ｈ状の長尺のアングルから構成される中間連結レール３００を用いる。即ち、中間連結レール３００の垂直に下垂して形成される板面に設けられた切り欠き３０３、３０４に既に設置されているせき板取付枠Ｚの上端を挿入して連結レール３００を固定する。そして、この連結レール３００の垂直に立って形成される板面に設けられた切り欠き３０３、３０４に、新たに上部に設置するせき板取付枠Ｚの下端を挿入して固定する。以下、上記と同様の手順で、連結レール３００の上方にもせき板取付枠Ｚ、せき板Ｂを固定していくことができる。
せき板Ｂの設置が完了したら、フォーム固定具Ｆを用いて横端太材を一定間隔固定し、その他必要な支保工により型枠を補強する。なお、やはりせき板取付枠Ｚが縦端太材の役割を果たすので、縦端太材を固定する必要はない。その後、コンクリートを打設し、養生・硬化させる。そして、横端太材他の支保工を取り外し、せき板取付枠Ｚの表面や、せき板Ｓの表面に内外装部材Ｎを釘、ビスで固定し仕上げを行う。In addition, when it is necessary to install the board B further upward, the intermediate | middle connection rail 300 comprised from a long angle with a cross-section H shape as shown in FIG.8 (b) is used. That is, the connection rail 300 is fixed by inserting the upper ends of the cut-off plate attachment frames Z already installed in the notches 303 and 304 provided on the plate surface formed by vertically dropping the intermediate connection rail 300. Then, the lower end of the plate attachment frame Z newly installed at the upper portion is inserted and fixed into the notches 303 and 304 provided on the plate surface formed to stand perpendicular to the connection rail 300. Thereafter, the slat plate mounting frame Z and the slat plate B can be fixed above the connecting rail 300 in the same procedure as described above.
When the installation of the skirting board B is completed, the wide end thick material is fixed at a fixed interval by using the foam fixing tool F, and the formwork is reinforced by other necessary support work. In addition, since the slat plate mounting frame Z also plays the role of a vertical end thick member, it is not necessary to fix the vertical end thick member. After that, concrete is cast and cured and hardened. Then, the support material other than the horizontal end thick material is removed, and the interior / exterior member N is fixed to the surface of the slat plate mounting frame Z and the surface of the slat plate S with nails and screws to finish.

また、コーナー部分に関しては、図１０に示すような、外隅部せき板取付枠Ｐを用いる。外隅部せき板取付枠Ｐは、断面がくの字型のパイプ状の柱体Ｐ１を有し、当該柱体の裏面をなす内角側に長尺の板体Ｐ２を、当該内角を２分するように設け、板体の縁部に、断面がくの字型のアングルＰ３を、外角を構成する縁部を板体の縁部とが一致するように固定した構造を有する。
図１１に、せき板取付枠Ｚ、外隅部せき板取付枠Ｐを用いて、構造物をコンクリートにより打設し、内外装仕上げをしたコンクリート構造物のコーナー部分の横断面図を示す。図に示すように、外隅部せき板取付枠Ｐは、せき板取付枠Ｚと併せてコーナー部のせき板を保持する役割を有するが、セパレーターは固定されない。また、内側のコーナー部には、せき板面が直角に交わるように形成された、コーナー用せき板ＣＳが用いられる。As for the corner portion, an outer corner sill plate mounting frame P as shown in FIG. 10 is used. The outer corner slat plate mounting frame P has a pipe-shaped column P1 with a cross-sectionally U-shaped cross section, and a long plate P2 is divided into two on the inner angle side forming the back surface of the column. The angle P3 having a cross-sectional shape is fixed to the edge portion of the plate body, and the edge portion constituting the outer angle is fixed so that the edge portion of the plate body coincides with the edge portion of the plate body.
FIG. 11 shows a cross-sectional view of a corner portion of a concrete structure in which the structure is placed with concrete using the siding plate mounting frame Z and the outer corner sill plate mounting frame P, and the interior and exterior finishes are performed. As shown in the figure, the outer corner part mounting plate P has a role of holding the corner parting plate together with the supporting plate mounting frame Z, but the separator is not fixed. Moreover, the corner board CS formed so that the board surfaces intersect at a right angle is used for the inner corner portion.

（実施形態４）
図１２に実施形態４に係るせき板取付枠ユニットＶの斜視図を示す。せき板取付枠ユニットＶは、実施形態３に係るせき板取付定枠ユニットＺを裏面同士を対向させて、裏面同士を複数の長尺の板体からなるセパレーター板１２０により溶接して連結した形状に近似する。相違点は、フォーム固定枠ユニットＶには、セパレーターを通すセパレーター孔が設けられておらず、フォーム固定枠Ｚにおける空洞部のセパレーター貫通孔が設けられていた位置に雄ねじ９１が立設して固定されている点である。また、脚板５３はセパレーター穴６１部分を避ける必要がないので、一枚の長尺な板体により形成される。(Embodiment 4)
FIG. 12 is a perspective view of the dam plate mounting frame unit V according to the fourth embodiment. The plate attachment frame unit V has a shape in which the reverse plate attachment fixed frame unit Z according to the third embodiment is opposed to each other and welded by a separator plate 120 made of a plurality of long plates. To approximate. The difference is that the foam fixing frame unit V is not provided with a separator hole through which the separator is passed, and a male screw 91 is erected and fixed at the position where the cavity through hole of the foam fixing frame Z is provided. It is a point that has been. Further, since it is not necessary to avoid the separator hole 61 portion, the leg plate 53 is formed by a single long plate.

このせき板取付枠ユニットＶを用いたコンクリート構造物の型枠工法について説明する。まず、せき板取付枠ユニットＶはセパレーターの代わりをセパレーター板１２０が担うので、セパレーターの固定作業を要しない。まず、せき板固定枠ユニットＶを、型枠を形成する所定位置に設置する。この際、やはり、図８（ａ）に示す連結レール２００を用いるのが望ましい。次に、開口７１から図１１に示すように、フォーム固定具Ｆの基端部を通し、空洞部７０内部に突出する雄ねじ９１にフォーム固定具Ｆの基端部を螺合し固定する。その後、せき板取付枠ユニットＶのせき板保持部５０ａに、せき板Ｂの端部を係合させる。その後、せき板Ｂの開放されている端部および連結レール２００の切り欠き２０２、２０３にせき板取付枠Ｖを固定し、順次、フォーム固定具Ｆを固定し、せき板保持部５０ａに、せき板Ｂの端部を係合させるという作業を順次繰り返すことで、型枠を形成していく。なお、せき板Ｂをさらに上方に設置する必要がある場合には、実施形態３と同様に、図８（ｂ）に示すような、断面Ｈ状の長尺のアングルから構成される中間連結レール３００を用いればよい。また、コーナー部分に関しては、図１０に示すような外隅部せき板取付枠Ｐを用いて、図１１に示すように固定することができる。
せき板Ｂの設置が完了したら、フォーム固定具Ｆを用いて横端太材を一定間隔固定し、その他必要な支保工により型枠を補強する。なお、やはりせき板取付枠ユニットＶが縦端太材の役割を果たすので、縦端太材を固定する必要はない。その後、コンクリートを打設し、養生・硬化させる。そして、横端太材他の支保工を取り外し、せき板取付枠ユニットＶの表面や、せき板Ｓの表面に内外装部材Ｎを釘、ビスで固定し仕上げを行う。
せき板取付枠ユニットＶは、セパレーターを取り付ける必要がないので、作業効率を高めることができる。The formwork method of the concrete structure using this slat board attachment frame unit V is demonstrated. First, since the separator plate 120 takes the place of the separator mounting frame unit V in place of the separator, the fixing work of the separator is not required. First, the board fixing frame unit V is installed at a predetermined position where the mold is formed. At this time, it is desirable to use the connecting rail 200 shown in FIG. Next, as shown in FIG. 11, the base end portion of the foam fixture F is passed through the opening 71, and the base end portion of the foam fixture F is screwed and fixed to the male screw 91 protruding into the cavity 70. Thereafter, the end portion of the base plate B is engaged with the base plate holding portion 50a of the base plate mounting frame unit V. Thereafter, the slat plate mounting frame V is fixed to the open end portion of the slat plate B and the notches 202 and 203 of the connecting rail 200, and the foam fixture F is sequentially fixed to the slat plate holding portion 50a. By repeatedly repeating the operation of engaging the end portions of the plate B, the mold is formed. When it is necessary to install the dam B further upward, as in the third embodiment, as shown in FIG. 8 (b), an intermediate connecting rail constituted by a long angle with an H-shaped cross section. 300 may be used. Further, the corner portion can be fixed as shown in FIG. 11 by using an outer corner support plate mounting frame P as shown in FIG.
When the installation of the skirting board B is completed, the wide end thick material is fixed at a fixed interval by using the foam fixing tool F, and the formwork is reinforced by other necessary support work. In addition, since the board mounting frame unit V also plays the role of a vertical end thick member, it is not necessary to fix the vertical end thick member. After that, concrete is cast and cured and hardened. Then, the support material other than the thick side ends is removed, and the interior / exterior member N is fixed to the surface of the support plate mounting frame unit V or the surface of the support plate S with nails and screws, and finishing is performed.
Since the support plate mounting frame unit V does not require a separator, work efficiency can be improved.

（実施形態３、４の変形例）
上記実施形態３に係るせき板取付枠Ｚでは、角パイプ状の柱体５１を用いているが、柱体５１を図１４（ａ）に示すせき板取付枠Ｚ２のように細長い板状の柱体１０１としてもよい。このようにすることで、構造を単純化して、製造コストを低減することができる。この場合、柱体１０１にネジ孔からなるセパレーター孔を形成することができないので、図１４（ａ）に示すように、せき板取付枠Ｚにおいて背面板５２に形成されていた貫通孔６２の部分にネジ孔を形成しセパレーター孔１１２とする。
また、同様に実施形態４に係るせき板取付枠ユニットＶにおいても、角パイプ状の柱体５１を図１４（ｂ）に示すせき板取付枠ユニットＶ２のように細長い板状の柱体１０１とすることで、構造を単純に製造コストを低減することができる。この場合、雄ねじ９１は、柱体内に設けることができないので、図１４（ｂ）に示すように背面板５２に設けることとなる。なお、背面板５２に雄ねじ５２を立設するために、脚板５３は、実施形態３に係るせき板取付枠ユニットＺのように雄ねじ９１の位置を空けるように複数の短冊状の板体により形成される。(Modification of Embodiments 3 and 4)
Although the square-plate-shaped column body 51 is used in the slat plate mounting frame Z according to the third embodiment, the column body 51 is an elongated plate-like column like the slat plate mounting frame Z2 shown in FIG. The body 101 may be used. By doing in this way, a structure can be simplified and manufacturing cost can be reduced. In this case, since the separator hole consisting of the screw hole cannot be formed in the column body 101, as shown in FIG. 14A, the portion of the through hole 62 formed in the back plate 52 in the slat plate mounting frame Z Then, a screw hole is formed to form a separator hole 112.
Similarly, also in the slat plate mounting frame unit V according to the fourth embodiment, the square pipe-like column body 51 and the long and narrow plate-like column body 101 like the slat plate mounting frame unit V2 shown in FIG. By doing so, it is possible to simply reduce the manufacturing cost of the structure. In this case, since the male screw 91 cannot be provided in the column, it is provided on the back plate 52 as shown in FIG. In order to erect the male screw 52 on the back plate 52, the leg plate 53 is formed by a plurality of strip-shaped plate bodies so that the position of the male screw 91 is opened as in the sill plate mounting frame unit Z according to the third embodiment. Is done.

（ａ）は実施形態１に係るせき板取付枠を表面側から見た部分斜視図であり、（ｂ）は実施形態１に係るせき板取付枠を裏面側から見た部分斜視図である。(A) is the fragmentary perspective view which looked at the board mounting frame which concerns on Embodiment 1 from the surface side, (b) is the fragmentary perspective view which looked at the board mounting frame which concerns on Embodiment 1 from the back surface side. 実施形態１に係るせき板取付枠の横断面図である。It is a cross-sectional view of the sill plate mounting frame according to the first embodiment. 実施形態１に係るせき板取付枠の使用状態を示す横断面図である。It is a cross-sectional view which shows the use condition of the bottom plate attachment frame which concerns on Embodiment 1. FIG. （ａ）は実施形態１に係るせき板取付枠の変形例を示す部分斜視図であり、（ｂ）は 実施形態１に係るせき板取付枠の変形例の横断面図である。（ｃ）は実施形態１に係るせき板取付枠の変形例の使用状態を示す横断面図である。(A) is a fragmentary perspective view which shows the modification of the board mounting frame which concerns on Embodiment 1, (b) is a cross-sectional view of the modification of the board mounting frame which concerns on Embodiment 1. FIG. (C) is a cross-sectional view which shows the use condition of the modification of the sill board attachment frame which concerns on Embodiment 1. FIG. （ａ）は実施形態２に係るせき板取付枠を表面側から見た部分斜視図であり、（ｂ）は実施形態２に係るせき板取付枠を裏面側から見た部分斜視図である。(A) is the fragmentary perspective view which looked at the board mounting frame which concerns on Embodiment 2 from the surface side, (b) is the fragmentary perspective view which looked at the board mounting frame which concerns on Embodiment 2 from the back surface side. 実施形態２に係るせき板取付枠の使用状態を示す横断面図である。It is a cross-sectional view which shows the use condition of the board attachment frame which concerns on Embodiment 2. FIG.

（ａ）は実施形態３に係るせき板取付枠を表面側から見た部分斜視図であり、（ｂ）は実施形態３に係るせき板取付枠を裏面側から見た部分斜視図である。(A) is the fragmentary perspective view which looked at the board mounting frame which concerns on Embodiment 3 from the surface side, (b) is the fragmentary perspective view which looked at the board mounting frame which concerns on Embodiment 3 from the back surface side. （ａ）は連結レールを示す部分斜視図であり、（ｂ）は中間連結レールを示す部分斜視図である。(A) is a fragmentary perspective view which shows a connection rail, (b) is a fragmentary perspective view which shows an intermediate | middle connection rail. 実施形態３に係るせき板取付枠の使用状態を示す横断面図である。It is a cross-sectional view which shows the use condition of the bottom plate attachment frame which concerns on Embodiment 3. 外隅せき板取付枠を示す部分斜視図である。It is a fragmentary perspective view which shows an outer corner board attachment frame. 外隅せき板取付枠及び実施形態３に係るせき板取付枠の使用状態を示す建築物コーナー部分の横断面図である。It is a cross-sectional view of the building corner portion showing the use state of the outer corner support plate mounting frame and the support plate mounting frame according to the third embodiment. （ａ）は実施形態４に係るせき板取付枠を示す部分斜視図である。(A) is a fragmentary perspective view which shows the board attachment frame which concerns on Embodiment 4. FIG. 実施形態４に係るせき板取付枠の使用状態を示す横断面図である。It is a cross-sectional view which shows the use condition of the bottom plate attachment frame which concerns on Embodiment 4. （ａ）は実施形態３に係るせき板取付枠の変形例を示す部分斜視図であり、（ｂ）は実施形態４に係るせき板取付枠の変形例を示す部分斜視図である。(A) is a partial perspective view which shows the modification of the board attachment frame which concerns on Embodiment 3, (b) is the fragmentary perspective view which shows the modification of the board attachment frame which concerns on Embodiment 4. FIG.

符号の説明Explanation of symbols

Ｘ、Ｘ２、Ｙ、Ｚ、Ｚ２ せき板取付枠
Ｖ、Ｖ２ せき板取付枠ユニット
Ｂ、Ｂ１、Ｂ２ せき板
Ｓ セパレーター
Ｆ フォーム固定具
Ｎ 内外装部材
１０ａ、１０ｂ、５０ａ せき板保持部
１４ アンカー部材
２１、４１、６１、１１２ セパレーター孔
３０、４５、７０ 空洞部
３１、７１ 開口
４０、５１、１０１ 柱体
４０ａ、４０ｂ 縦溝
４３ 蟻溝
９１ 雄ねじ
１２０ セパレーター板X, X2, Y, Z, Z2 Shear plate mounting frame V, V2 Shear plate mounting frame unit B, B1, B2 Shear plate S Separator F Foam fixture N Inner and outer members 10a, 10b, 50a Shear plate holding portion 14 Anchor member 21, 41, 61, 112 Separator holes 30, 45, 70 Cavities 31, 71 Openings 40, 51, 101 Columns 40a, 40b Vertical groove 43 Dovetail groove 91 Male thread 120 Separator plate

上記課題を解決するために、本発明は次のような構成を有する。
請求項１に記載の発明は、コンクリート型枠工法に用いる、せき板の側縁を固定する枠であって、上下に延びる長尺の本体と、前記本体の少なくとも一方の側面に形成される、せき板側縁に係合する縦溝からなるせき板保持部と、本体表面から背面側に向って形成される、フォーム固定具基端部が収まる空間からなる空洞部と、本体背面から前記空洞部に至る貫通孔からなる、一以上のセパレーター孔とを有し、前記せき板保持部は、第一の縦溝からなる第一保持部と、第一保持部の底面に形成される第一保持部の溝幅よりも狭い溝幅を有する第二の縦溝からなる第二保持部とを有するせき板取り付け枠である。なお、縦溝は側面に穴や切り欠きが形成されていてもよい。 In order to solve the above problems, the present invention has the following configuration.
The invention according to claim 1 is a frame for fixing a side edge of a slat used for a concrete mold method, and is formed on a long main body extending vertically and at least one side surface of the main body. A slat plate holding portion formed of a longitudinal groove that engages with the slat plate side edge, a cavity portion that is formed from the surface of the main body toward the back surface, and that includes a space in which the base end portion of the foam fixing device is accommodated, and the cavity from the back surface of the main body a through hole leading to the parts, possess the one or more separators hole, said sheathing board holding portion includes a first holding portion made of the first longitudinal groove, the first formed in the bottom surface of the first holding portion It is a slat board attachment frame which has a 2nd holding | maintenance part which consists of a 2nd vertical groove which has a groove width narrower than the groove width of a holding | maintenance part . In addition, the vertical groove may have a hole or notch formed on the side surface.

請求項２に記載の発明は、コンクリート型枠工法に用いる、せき板の側縁を固定する枠であって、上下に延びる長尺の本体と、前記本体の少なくとも一方の側面に形成される、せき板側縁に係合する縦溝からなるせき板保持部と、本体表面から背面側に向って形成される、フォーム固定具基端部が収まる空間からなる空洞部と、本体背面から前記空洞部に至る貫通孔からなる、一以上のセパレーター孔とを有し、前記本体の裏面には、長手方向に延びる蟻溝が形成されるせき板取付枠である。
請求項３に記載の発明は、上下に延びる長尺の本体と、前記本体の少なくとも一方の側面に形成される、せき板側縁に係合する縦溝からなるせき板保持部と、本体表面から背面側に向って形成される、フォーム固定具基端部が収まる空間からなる空洞部と、前記空洞部内に立設された雄ねじとを有する、２のせき板取り付け枠を、一定間隔を空けて裏面同士が向かい合うように対向させ、各裏面同士を板材もしくは棒材により連結固定した、せき板取り付け枠ユニットである。 The invention according to claim 2 is a frame for fixing a side edge of a slat used in a concrete mold method, and is formed on a long main body extending vertically and at least one side surface of the main body. A slat plate holding portion formed of a longitudinal groove that engages with the slat plate side edge, a cavity portion that is formed from the surface of the main body toward the back surface, and that includes a space in which the base end portion of the foam fixing device is accommodated, and the cavity from the back surface of the main body It has a one or more separator hole which consists of a through-hole which reaches a part, and is a slat board attachment frame in which a dovetail groove extended in a longitudinal direction is formed in the back of the body.
According to a third aspect of the present invention, there is provided an elongated main body that extends vertically, a slat plate holding portion that is formed on at least one side surface of the main body and includes a longitudinal groove that engages with a slat plate side edge; 2 slat plate mounting frames having a cavity formed in the space from which the base end portion of the foam fixing device is accommodated and a male screw erected in the cavity are formed at regular intervals. The back plate mounting frame unit is configured such that the back surfaces face each other so that the back surfaces face each other, and the back surfaces are connected and fixed by a plate material or a bar material.

請求項４に記載の発明は、請求項３に記載のせき板取付枠ユニットとせき板とを係合させて立設するせき板設置工程と、前記空洞部内に突出する雄ねじに対し、前記空洞部表面側からフォーム固定具基端部を通し、フォーム固定具により支保工を固定する支保工固定工程と、コンクリートを打設してコンクリート躯体を形成するコンクリート打設工程と、支保工及びフォーム固定具を取り外す除去工程とを有するコンクリート構造物の型枠工法である。 According to a fourth aspect of the present invention, there is provided a slat plate installation step in which the slat plate mounting frame unit according to claim 3 is engaged with the slat plate, and a male screw protruding into the cavity portion. A support fixing process for fixing the support work with the foam fixing tool through the base end of the foam fixing tool from the surface side of the part, a concrete placing process for forming a concrete frame by placing concrete, and a support work and foam fixing It is a formwork method of a concrete structure which has the removal process which removes a tool.

請求項１に記載の発明は、せき板を解体せずにコンクリート躯体の一部として残すコンクリート型枠工法において、せき板保持部によりせき板を保持した状態において、セパレーターの端部が空洞部に収まり、この空洞部にフォーム固定具端部を固定して支保工を組むことができ、コンクリート硬化後支保工を解体するとセパレーターの端部が表面側に突出しないので、セパレーターの端部を切断することなく、枠体表面側に内外装材を設けることができ、さらに、第一保持部と第二保持部の２つの幅の異なる保持部を有するので、異なる２種類の厚さを有するせき板に用いることができる。 According to the first aspect of the present invention, in the concrete formwork method in which the siding plate is not disassembled and is left as a part of the concrete frame, in the state where the siding plate is held by the staking plate holding portion, the end portion of the separator becomes a hollow portion. The end of the separator is cut off because the end of the separator does not protrude to the surface side when the support is disassembled after the concrete is hardened. The inner and outer materials can be provided on the surface side of the frame body, and the two holding portions having different widths of the first holding portion and the second holding portion are provided. Can be used.

請求項２に記載の発明は、本体の裏面に蟻溝を設けることで、コンクリート打設時にコンクリートが蟻溝内に充填され、この状態でコンクリートが硬化すると、コンクリート躯体から本体が構造的に抜けなくなるので、コンクリート躯体と本体とがしっかりと固定されることになる。
請求項３に記載の発明は、請求項１に記載の発明と同様、コンクリート硬化後は雄ねじが空洞内部に隠れるので、支保工を解体すると直ぐに内外装部材を固定することができる。そして、セパレーターを固定する必要がないので、型枠組み立てに際して、作業労力を低減することができる。 According to the second aspect of the present invention, the dovetail groove is provided on the back surface of the main body so that the concrete is filled into the dovetail groove when the concrete is placed. When the concrete is hardened in this state, the main body is structurally removed from the concrete frame. Since it disappears, the concrete frame and the main body are firmly fixed.
In the third aspect of the present invention, as with the first aspect of the present invention, since the male screw is hidden inside the cavity after the concrete is hardened, the inner and outer members can be fixed immediately after the support work is disassembled. And since it is not necessary to fix a separator, a work labor can be reduced at the time of a formwork assembly.

請求項４に記載の発明は、やはり、支保工を枠本体に固定するので、縦端太材を固定することが不要となり、フォーム固定具を取り外すと、直ちに内外装部材を枠表面に固定することができる。さらに、型枠組み立て時にセパレーターを固定する作業が不要であるので作業労力を低減することができる。
The invention according to claim 4 also fixes the support work to the frame body, so that it is not necessary to fix the vertical end thick material, and when the foam fixture is removed, the inner and outer members are immediately fixed to the frame surface. be able to. Furthermore, since the operation | work which fixes a separator at the time of a formwork assembly is unnecessary, work labor can be reduced.

上記課題を解決するために、本発明は次のような構成を有する。
請求項１に記載の発明は、上下に延びる長尺の本体と、前記本体の少なくとも一方の側面に形成される、せき板側縁に係合する縦溝からなるせき板保持部と、本体表面から裏面側に向って形成される、フォーム固定具基端部が収まる空間からなる空洞部と、前記空洞部内に立設された雄ねじとを有する、２のせき板取り付け枠を、一定間隔を空けて裏面同士が向かい合うように対向させ、各裏面同士を板材もしくは棒材により連結固定した、せき板取り付け枠ユニットである。

In order to solve the above problems, the present invention has the following configuration.
According to the first aspect of the present invention, there is provided a long main body that extends vertically, a slat plate holding portion that is formed on at least one side surface of the main body and includes a longitudinal groove that engages with a slat plate side edge, and a main body surface. 2 slat plate mounting frames having a cavity formed from the space where the foam fixture base end portion is accommodated and a male screw erected in the cavity are formed at regular intervals. The back plate mounting frame unit is configured such that the back surfaces face each other so that the back surfaces face each other, and the back surfaces are connected and fixed by a plate material or a bar material.

請求項２に記載の発明は、請求項１に記載のせき板取り付け枠ユニットにおいて、前記せき板保持部は、第一の縦溝からなる第一保持部と、第一保持部の底面に形成される第一保持部の溝幅よりも狭い溝幅を有する第二の縦溝からなる第二保持部とを有するものである。なお、縦溝は側面に穴や切り欠きが形成されていてもよい。
請求項３に記載の発明は、請求項１に記載のせき板取り付け枠ユニットにおいて、前記本体の裏面には、長手方向に延びる蟻溝が形成されるものである。

According to a second aspect of the present invention, in the spar plate mounting frame unit according to the first aspect, the slat plate holding portion is formed on a first holding portion including a first vertical groove and a bottom surface of the first holding portion. And a second holding part formed of a second vertical groove having a groove width narrower than the groove width of the first holding part. In addition, the vertical groove may have a hole or notch formed on the side surface.
According to a third aspect of the present invention, in the bottom plate mounting frame unit according to the first aspect, a dovetail groove extending in the longitudinal direction is formed on the back surface of the main body .

請求項４に記載の発明は、請求項１から３のいずれかに記載のせき板取付枠ユニットとせき板とを係合させて立設するせき板設置工程と、前記空洞部内に突出する雄ねじに対し、前記空洞部表面側からフォーム固定具基端部を通し、フォーム固定具により支保工を固定する支保工固定工程と、コンクリートを打設してコンクリート躯体を形成するコンクリート打設工程と、支保工及びフォーム固定具を取り外す除去工程とを有するコンクリート構造物の型枠工法である。
 According to a fourth aspect of the present invention, there is provided a piercing plate installation step in which the piercing plate mounting frame unit according to any one of the first to third embodiments and the damming plate are engaged with each other, and a male screw projecting into the cavity portion. On the other hand, passing through the foam fixture base end from the surface of the cavity portion, a support work fixing step of fixing the support work with the foam fixture, a concrete placing step of casting concrete to form a concrete frame, It is a formwork method of a concrete structure which has a support process and the removal process which removes a foam fixing tool.

請求項１に記載の発明は、せき板を解体せずにコンクリート躯体の一部として残すコンクリート型枠工法において、せき板保持部によりせき板を保持した状態において、雄ねじが空洞部に収まり、この空洞部にフォーム固定具端部を固定して支保工を組むことができ、コンクリート硬化後支保工を解体すると雄ねじが空洞内部に隠れるので、支保工を解体すると直ぐに内外装部材を固定することができる。そして、セパレーターを固定する必要がないので、型枠組み立てに際して、作業労力を低減することができる。

According to the first aspect of the present invention, in the concrete formwork method in which the siding plate is not disassembled and is left as a part of the concrete frame, the male screw is accommodated in the cavity in a state where the siding plate is held by the staking plate holding portion. The end of the foam fixing tool can be fixed to the cavity and the support work can be assembled.When the support work is disassembled after the concrete is hardened, the external thread is hidden inside the cavity. it can. And since it is not necessary to fix a separator, a work labor can be reduced at the time of a formwork assembly.

請求項２に記載の発明は、第一保持部と第二保持部の２つの幅の異なる保持部を有するので、異なる２種類の厚さを有するせき板に用いることができる。
請求項３に記載の発明は、本体の裏面に蟻溝を設けることで、コンクリート打設時にコンクリートが蟻溝内に充填され、この状態でコンクリートが硬化すると、コンクリート躯体から本体が構造的に抜けなくなるので、コンクリート躯体と本体とがしっかりと固定されることになる。 Since the invention according to claim 2 has two holding portions having different widths, that is, the first holding portion and the second holding portion, it can be used for the slats having two different thicknesses.
According to the third aspect of the present invention, the dovetail groove is provided on the back surface of the main body so that the concrete is filled into the dovetail groove when the concrete is placed. When the concrete is hardened in this state, the main body is structurally removed from the concrete frame. Since it disappears, the concrete frame and the main body are firmly fixed.

Claims (10)

コンクリート型枠工法に用いる、せき板の側縁を固定する枠であって、
上下に延びる長尺の本体と、
前記本体の少なくとも一方の側面に形成される、せき板側縁に係合する縦溝からなるせき板保持部と、
本体表面から背面側に向って形成される、フォーム固定具基端部が収まる空間からなる空洞部と、
本体背面から前記空洞部に至る貫通孔からなる、一以上のセパレーター孔と
を有するせき板取り付け枠。A frame for fixing the side edges of the slats used in the concrete formwork method,
A long body extending vertically,
A slat plate holding portion formed of a longitudinal groove that engages with a slat plate side edge formed on at least one side surface of the main body;
A cavity formed of a space in which the base end portion of the foam fixture is formed, which is formed from the surface of the main body toward the back side;
A slat plate mounting frame having one or more separator holes, each including a through hole extending from the back surface of the main body to the cavity. 前記セパレーター穴は二以上形成されるものであって、前記空洞部は複数のセパレーター穴を包含するように前記本体内部で前記本体の長手方向に延びるように形成されるものである請求項１に記載のせき板取り付け枠。   2. The separator hole according to claim 1, wherein two or more separator holes are formed, and the cavity portion is formed so as to extend in a longitudinal direction of the main body so as to include a plurality of separator holes. The slat plate mounting frame as described. 前記せき板保持部は、前記本体の側面の幅よりも狭い幅で、裏面側に偏った位置に形成される請求項１又は２に記載のせき板取り付け枠。   The said board holding part is a board mounting frame of Claim 1 or 2 formed in the position narrower than the width | variety of the side surface of the said main body, and biased to the back surface side. 前記せき板保持部は、第一の縦溝からなる第一保持部と、第一保持部の底面に形成される第一保持部の溝幅よりも狭い溝幅を有する第二の縦溝からなる第二保持部とを有する請求項１から３のいずれか１項に記載のせき板取り付け枠。   The said board holding | maintenance part is from the 1st holding part which consists of a 1st vertical groove, and the 2nd vertical groove which has a groove width narrower than the groove width of the 1st holding part formed in the bottom face of a 1st holding part. The slat board attachment frame of any one of Claim 1 to 3 which has a 2nd holding | maintenance part which becomes. 前記セパレーター孔には前記セパレーター先端の雄ねじが係合する雌ねじが形成されている請求項１から４のいずれか１項に記載のせき板取り付け枠。   5. The slat plate mounting frame according to claim 1, wherein a female screw that engages with a male screw at a tip of the separator is formed in the separator hole. 前記本体の裏面には、裏面にほぼ垂直に立設される一以上の板状部材を有する請求項１から５のいずれか１項に記載のせき板取り付け枠。   The slat board attachment frame of any one of Claim 1 to 5 which has the 1 or more plate-shaped member erected in the back surface of the said main body substantially perpendicularly | vertically to the back surface. 前記本体の裏面には、長手方向に延びる蟻溝が形成される請求項１から６のいずれか１項に記載のせき板取付枠   The slat plate mounting frame according to any one of claims 1 to 6, wherein a dovetail groove extending in a longitudinal direction is formed on a back surface of the main body. 前記セパレーター孔に替えて、前記空洞部内に立設された雄ねじを有する２の請求項１から４のいずれか１項に記載のせき板取り付け枠を一定間隔を空けて裏面同士が向かい合うように対向させ、各裏面同士を板材もしくは棒材により連結固定した、
せき板取り付け枠ユニット。5. The support plate mounting frame according to any one of claims 1 to 4, which has a male screw erected in the hollow portion in place of the separator hole, and is opposed so that the back surfaces thereof face each other at a predetermined interval. Let each back side be connected and fixed with a plate or bar.
Baffle mounting frame unit. 請求項１から７のいずれか１項に記載のせき板取付枠とせき板とを係合させて立設するせき板設置工程と、
前記せき板取付枠の前記セパレーター孔に先端が前記空洞部内に収まるようセパレーターを通すセパレーター貫通工程と、
空洞部内に突出するセパレーターの先端に対し、前記空洞部表面側からフォーム固定具基端部を通し、フォーム固定具により支保工を固定する支保工固定工程と、
コンクリートを打設してコンクリート躯体を形成するコンクリート打設工程と、
支保工及びフォーム固定具を取り外す除去工程と
を有するコンクリート構造物の型枠工法。A slat plate installation step in which the slat plate mounting frame according to any one of claims 1 to 7 and the slat plate are engaged with each other, and
A separator penetrating step of passing the separator so that a tip is fitted in the cavity of the separator plate mounting frame;
A support fixing step of passing the foam fixture base end from the cavity surface side to the tip of the separator protruding into the cavity, and fixing the support by the foam fixture,
A concrete placing process for placing concrete to form a concrete frame;
A formwork method for a concrete structure having a supporting process and a removing process for removing a foam fixture. 請求項８項に記載のせき板取付枠ユニットとせき板とを係合させて立設するせき板設置工程と、
前記空洞部内に突出する雄ねじに対し、前記空洞部表面側からフォーム固定具基端部を通し、フォーム固定具により支保工を固定する支保工固定工程と、
コンクリートを打設してコンクリート躯体を形成するコンクリート打設工程と、
支保工及びフォーム固定具を取り外す除去工程と
を有するコンクリート構造物の型枠工法。A slat plate installation step of engaging the slat plate mounting frame unit according to claim 8 and the slat plate and standing up;
With respect to the male screw protruding into the cavity portion, a support fixture fixing step of passing a foam fixture base end portion from the cavity portion surface side and fixing the support fixture with the foam fixture,
A concrete placing process for placing concrete to form a concrete frame;
A formwork method for a concrete structure having a supporting process and a removing process for removing a foam fixture.
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Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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JPS5919710A (en) * 1982-07-26 1984-02-01 佐藤　昌平 Fastener for locking
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JPH10280594A (en) * 1997-04-04 1998-10-20 Ishiyama:Kk Notched synthetic resin foam, and member for assembling form for concrete consisting of combination of members to be inserted into notched part
JP3902097B2 (en) * 2002-08-09 2007-04-04 倉敷紡績株式会社 Joining member for formwork
JP2005344501A (en) * 2004-12-28 2005-12-15 Kenkichi Sato Construction method of internal and external facing material used as form timbering

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