JP3981780B2

JP3981780B2 - Formwork panel support member and concrete floor simultaneous pressing finishing method

Info

Publication number: JP3981780B2
Application number: JP06751098A
Authority: JP
Inventors: 政廣菊永; 久邦田辺
Original assignee: 弓場建設株式会社; 三立技研工業株式会社
Priority date: 1998-03-17
Filing date: 1998-03-17
Publication date: 2007-09-26
Anticipated expiration: 2018-03-17
Also published as: JPH11264241A

Description

【０００１】
【発明の属する技術分野】
本発明は、型枠パネル担持用部材及びコンクリート床同時押工仕上工法に関する。
【０００２】
【従来の技術】
従来、コンクリートで床と壁とを同時に構築する場合、図１に示すように、ベニア材等の型枠パネル（１）を壁・床が形成される予定の箇所に設置し、固定した後、コンクリートの打設を行う。次いで、コンクリートが養生した後、型枠パネルを取り外す。
【０００３】
しかしながら、上記方法でコンクリート打設を行う場合、図１のように型枠パネルの底面部（２）が床面の一部を占有することになるため、少なくともその部分については型枠パネルを取り外した後でなければ床面の仕上げを行うことができない。すなわち、上記方法では、別途に床面の仕上げが必要となり、工期の遅れが生じたり、あるいはコスト高の原因にもなる。
【０００４】
【発明が解決しようとする課題】
従って、本発明は、コンクリートによる壁・床の同時形成とともに床面の仕上げも同時に行うための部材を提供することを主な目的とする。さらに、本発明は、かかる部材を用いる工法を提供することをも目的とする。
【０００５】
【課題を解決するための手段】
本発明者は、従来技術の問題点に鑑み鋭意研究を重ねた結果、特定構成からなる部材を用いることにより、上記目的を達成できることを見出し、本発明を完成した。
【０００６】
すなわち、本発明は、下記の型枠パネル担持用部材及びコンクリート床同時押工仕上工法に関する。
【０００７】
１．型枠パネルを担持するための部材であって、面板部及び面板部と平行に型枠パネルを担持できるパネル担持部を有し、当該部材の設置時において実質的に面板部底縁端部のみが床面に接するようにパネル担持部が面板部に設けられている型枠パネル担持用部材。
【０００８】
２．床と壁のコンクリート打設を同時に行う方法であって、壁が形成される箇所に、請求項１ないし４のいずれかに記載の型枠パネル担持用部材を形成される壁面と当該面板部が接するように設置し、当該部材の型枠パネル担持部に型枠パネルを担持させた後、床及び壁のコンクリート打設を行い、次いで床面の仕上げを行うことを特徴とするコンクリート床同時押工仕上工法。
【０００９】
【発明の実施の形態】
本発明の型枠パネル担持用部材は、型枠パネルを担持するための部材であって、面板部及び面板部と平行に型枠パネルを担持できるパネル担持部を有し、当該部材の設置時において実質的に面板部底縁端部のみが床面に接するようにパネル担持部が面板部に設けられている。
【００１０】
面板部は、形成される壁面と接する部分であり、パネル担持部を支持するとともに型枠パネルの一部としての役割も果たす。面板部の形状は形成される壁面の形状に適合させれば良い。例えば、平面、曲面、凹状、凸状、多段形状等のいずれであっても良い。
【００１１】
面板部には、面板部及び面板部と平行に型枠パネルを担持できるパネル担持部を有する。パネル担持部は、面板部と平行に型枠パネルを担持できる限りはどのような形態であっても良いが、本発明部材ではその設置時において実質的に面板部底縁端部のみが床面に接するように型枠パネル担持部を面板部に設ける。すなわち、本発明部材を設置した状態において、床面全体の仕上げが可能である限り、パネル担持部はどのように設けても良い。
【００１２】
例えば、図２に示すように、部材側面からみて面板部（３）と鋭角をなすように面板部縁端部にパネル担持部（４）を設けることができる。特に、図３（ａ）に示すように、パネル担持部（６）は、型枠パネルの底縁端部の一部又は全部を収納できるように形成することもできる。この場合、型枠パネルの担持をより安定にするために、上記収納部のサイズ（内寸）は型枠パネルの寸法に合わせ、パネル担持部と型枠パネルの底縁端部の形状がフィットするように設計するのが好ましい。さらに、上記収納部には、型枠パネルの底縁端部の保護及び型枠パネルの安定を維持するために、型枠パネルを固定するためのストッパー（７）を設けても良い。また、傾斜する床面を形成する場合、図４の点線部に示すような状態で固定用ストッパー（８）を設けることによって、本発明部材が傾斜していても型枠パネル自体を水平に保つことが可能である。傾斜状ストッパーを設けなくても、型枠パネルを挟持できるようにパネル担持部を設計することにより傾斜面の施工を可能にすることができる。
【００１３】
一方、図３又は図４のようなストッパーを設けない場合であっても、型枠パネル底縁端部を予めパネル担持部の形状に加工して用いれば、型枠パネルを安定化させることが可能である。例えば、パネル担持部が図２のような形状である場合は、それに合わせて型枠パネルを図５のような形状に加工すれば、型枠パネルが安定して担持されることになる。また、傾斜面の施工をする場合は、型枠パネル自体を傾斜角度に合わせて加工することもできる。
【００１４】
なお、本発明の部材の面板部とパネル担持部との高さは、図３（ａ）のように面板部（５）の方を高くしても良いし、同程度であっても良い。また、面板部の方が低くなっても良い。
【００１５】
パネル担持部は、図２及び図３に示す態様のほか、例えば図６及び図７に示す（断面）構成を採用しても良い。これらは、面板部の上方部にパネル担持部が設けられており、図６では略Ｕ字状に収納部が形成されている。図７では図２と同様に略Ｖ字状に収納部を設け、さらに収容部内部に型枠パネルの固定用ストッパーを備え付けたものである。
【００１６】
前記のごとく型枠パネル担持部は、図３（ｂ）に示すように型枠パネルの底縁端部の全体を収納できるように設けることができるが、型枠パネルを安定して担持できる限りは、例えば図８のように型枠パネル底縁端部の一部を担持するような構成としても良い。図８は、図３の型枠パネル担持部の変形タイプを示し、図のようにパネル担持部が両端に設けられており、それ以外は図３のものと同じ構成である。その他にも、スリット状にパネル担持部を設けても良い。この場合のスリット間隔は、規則的又は不規則的のいずれの形態としても良い。
【００１７】
本発明の型枠パネル担持用部材の材質は、特に制限されず、用途、コンクリート配合等に応じて適宜選択すれば良い。例えば、プラスチックス、ゴム、木質材料、金属材料、セラミックス材料等、あるいはこれらの複合材料等をいずれも使用することができる。また、面板部とパネル担持部とは同じ材質であっても、又は互いに異なる材質であっても良い。また、固定用ストッパーを設ける場合、ストッパーの材質は面板部又は型枠パネル担持部のいずれかと同じであっても良いし、あるいは両者とは異なった材質であっても良い。
【００１８】
また、本発明の型枠パネル担持用部材は、どのような製法によって作製しても良い。例えば、材質としてプラスチックス等を採用する場合は、押出し成形等により面板部とパネル担持部とを一体的に成形することができる。また、両者を別々に成形した場合には、両者を熱融着、接着剤、緊結材等により接合して作製しても良い。固定用ストッパーも、部材本体と一体的に形成したり、あるいは別途に設けることが可能である。
【００１９】
本発明の工法は、床と壁のコンクリート打設を同時に行う方法であって、壁が形成される箇所に、本発明の型枠パネル担持用部材を形成される壁面と面板部が接するように設置し、当該部材のパネル担持部に型枠パネルを担持させた後、床と壁のコンクリート打設を行い、次いで床面の仕上げを行う。
【００２０】
型枠パネルは、公知の型枠工事で用いられているものであれば、いずれの材質、寸法のものも適用することができる。例えば、木製パネル、合板パネル、鋼製パネル、合成樹脂パネル等の各種型枠パネルを使用できる。また、中空パネル、断熱パネル等の各種タイプの型枠パネルも使用できる。なお、必要に応じて、ばら板、せき板、スペーサー、セパレーター等の型枠工事で用いられる公知の部材を適宜用いることもできる。
【００２１】
型枠パネル担持用部材の設置方法は、従来のコンクリート同時仕上げ工法で採用されている方法に準拠して行えば良く、例えば壁が形成される予定の箇所において、その水平方向・鉛直方向を調整しながら型枠パネル担持用部材を桟木、緊結材（ビス、アンカーボルト等）等で固定すれば良い。面板部と壁面（鉄筋を配筋する場合は鉄筋でも良い。）とを固定しても良い。
【００２２】
なお、本発明の型枠パネル担持用部材は、基礎となる床が未だ形成されていない状態（例えば、鉄筋だけが配筋されている状態等）であっても、あるいは基礎となる床スラブがコンクリート床として既に出来上がっている状態等のいずれの段階においても使用することができる。
【００２３】
本発明の工法で適用できるコンクリートの配合も、施工箇所、施工方法等に応じて適宜選択すれば良く、従来のものと同様のものも使用できる。特に、本発明では同時に床面仕上げすることが可能なので、防水コンクリート、防水モルタル等を使用するのが有利である。これらの防水コンクリート等も公知の配合を採用できる。
【００２４】
コンクリートを打設する方法も、公知の方法に従って行えば良い。コンクリートを打設した後は、コンクリート床面の仕上げを行う。床面の仕上げは、公知の方法で仕上げれば良く、例えば金コテ、ローラー等の公知の手段により仕上げることができる。その後、コンクリートが養生した時点で、型枠パネル及び型枠パネル担持用部材を適宜取り外せば良い。また、本発明では、コンクリートを養生する前又は養生した後に、必要に応じてモルタル仕上げ、タイル張り仕上げ、張り石仕上げ等の床面仕上げを別途に行うこともできる。
【００２５】
【実施例】
以下に実施例を示し、本発明の特徴とするところをより明確にする。
【００２６】
実施例１
図３に示す型枠パネル担持用部材を硬質ポリ塩化ビニルの押出し成形によって作製した。図３（ａ）は側面図、（ｂ）は正面図、（ｃ）は背面図を示す。図３（ａ）に示すように、上記部材は、面板部（５）及びパネル担持部（６）から構成されており、上記担持部は部材側面からみて面板と鋭角（この部材では約４５度）をなすように設けられている。また、上記担持部には、型枠パネルを固定・安定させるためのストッパー（７）が設けられている。この部材においては、これら面板部、担持部及びストッパーは同じ材質で一体的に成形されている。
【００２７】
施工する際には、図９のように、壁面が形成され、かつ、床面となる位置となるように水平方向・鉛直方向を調整しながら型枠パネル担持用部材（１０）を設置し、桟木、緊結材等で固定する。次いで、上記担持部に型枠パネル（９）をはめ込む。実施例の部材では、図９に示すようにストッパーで型枠パネルが担持され、図３（ｂ）に示すように型枠パネル底縁端部の全体がパネル担持部に収納される。固定用ストッパーにより、型枠パネルがその重みでパネル担持部に深く食い込んで当該担持部又は型枠パネルが損傷するような事態を防止できる。
【００２８】
なお、型枠パネルをはめ込んだ状態では、図９のように面板部と型枠パネルとの境界線が存在し、これが壁面に転写される場合もあるが、面板部の厚みを薄くすれば境界線を目立たなくすることができる。従って、面板部等の厚みはできるだけ薄くすることが好ましいが、通常は用いる型枠パネルの厚み・重量、コンクリートの種類、施工箇所等に応じて適宜設定すれば良い。
【００２９】
型枠パネルを上記部材にはめ込んだ後、壁面及び床面の所定箇所にコンクリート（１１）を流し込む。本発明の工法では、型枠パネルを部材にはめ込んだものを二つ以上連結させて用いても良い。連結方法は、公知の型枠工事で採用されている方法と同様にすれば良い。
【００３０】
コンクリート打設した後、床面全面を金コテ等で仕上げる。この場合、この部材は、面板と担持部とが鋭角（略Ｖ字状）になっているので、床面全体の露出（床面上の空間）を確保でき、床面全体にわたって容易に仕上げを行うことができる。すなわち、本発明では、壁面・床面の構築と同時に床面の仕上げをも行うことができる。壁面及び床面のコンクリートが養生した後は、本発明の部材及び型枠パネルをともに取り外せば良い。
【００３１】
【発明の効果】
本発明の型枠パネル担持用部材及びコンクリート床同時押工仕上工法によれば、型枠パネルを設置したままで床面全体の仕上げを行うことができるので、工期の短縮化、低コスト化等を図ることができる。
【図面の簡単な説明】
【図１】型枠パネルを用いた従来の施工方法を示す図である。
【図２】本発明部材の一例を示す断面図である。
【図３】本発明部材の一例を示す図であり、（ａ）は断面図、（ｂ）は正面図、（ｃ）は背面図を示す。
【図４】傾斜面用のストッパーを設けた本発明部材の一例を示す正面図である。
【図５】型枠パネルの底単縁部の加工例を示す断面図である。
【図６】本発明部材の一例を示す断面図である。
【図７】本発明部材の一例を示す断面図である。
【図８】本発明部材の一例を示す正面図である。
【図９】本発明部材を用いた施工例を示す図である。[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a formwork panel supporting member and a concrete floor simultaneous pressing finishing method.
[0002]
[Prior art]
Conventionally, when building a floor and a wall simultaneously with concrete, as shown in FIG. 1, after installing and fixing a formwork panel (1) such as a veneer at a place where a wall / floor is to be formed, Place concrete. Then, after the concrete is cured, the formwork panel is removed.
[0003]
However, when the concrete is placed by the above method, the bottom part (2) of the formwork panel occupies a part of the floor as shown in FIG. 1, so the formwork panel is removed at least for that part. The floor can only be finished after a long time. That is, in the above method, it is necessary to separately finish the floor surface, which causes a delay in the construction period or increases the cost.
[0004]
[Problems to be solved by the invention]
Therefore, a main object of the present invention is to provide a member for simultaneously forming a wall and a floor with concrete and simultaneously finishing a floor surface. Furthermore, another object of the present invention is to provide a construction method using such a member.
[0005]
[Means for Solving the Problems]
As a result of intensive studies in view of the problems of the prior art, the present inventor has found that the above object can be achieved by using a member having a specific configuration, and has completed the present invention.
[0006]
That is, the present invention relates to the following formwork panel supporting member and concrete floor simultaneous pressing finishing method.
[0007]
1. A member for supporting a formwork panel, having a faceplate part and a panel supporter capable of supporting the formwork panel in parallel with the faceplate part, and substantially only the bottom edge part of the faceplate part when the member is installed A member for supporting a formwork panel, in which a panel support portion is provided on the face plate portion so that the touch panel contacts the floor surface.
[0008]
2. A method of simultaneously placing concrete on a floor and a wall, wherein a wall surface on which the formwork panel supporting member according to any one of claims 1 to 4 is formed and the face plate portion are formed at a place where the wall is formed. The concrete floor simultaneous pressing is characterized in that after placing the formwork panel on the formwork panel support part of the member, the concrete is placed on the floor and wall, and then the floor is finished. Finishing method.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
The member for supporting a formwork panel of the present invention is a member for supporting a formwork panel, and has a face plate portion and a panel support portion that can support the formwork panel in parallel with the face plate portion. In FIG. 2, the panel support portion is provided on the face plate portion so that only the bottom edge portion of the face plate portion is in contact with the floor surface.
[0010]
The face plate portion is a portion in contact with the wall surface to be formed, and supports the panel holding portion and also serves as a part of the formwork panel. The shape of the face plate portion may be adapted to the shape of the wall surface to be formed. For example, any of a flat surface, a curved surface, a concave shape, a convex shape, a multistage shape, and the like may be used.
[0011]
The face plate portion includes a face plate portion and a panel carrying portion that can carry the formwork panel in parallel with the face plate portion. The panel supporting part may be in any form as long as it can support the formwork panel in parallel with the face plate part. However, in the member of the present invention, only the bottom edge part of the face plate part is substantially the floor surface when installed. A formwork panel support is provided on the face plate so as to be in contact with the surface. That is, in the state in which the member of the present invention is installed, the panel carrier may be provided in any way as long as the entire floor surface can be finished.
[0012]
For example, as shown in FIG. 2, the panel carrier (4) can be provided at the edge of the face plate portion so as to form an acute angle with the face plate portion (3) when viewed from the side of the member. In particular, as shown in FIG. 3 (a), the panel carrier (6) can be formed so as to accommodate a part or all of the bottom edge of the formwork panel. In this case, in order to make the support of the formwork panel more stable, the size of the storage part (inner dimensions) is matched to the size of the formwork panel, and the shape of the bottom edge of the panel support part and the formwork panel fits It is preferable to design so that it does. Further, the storage portion may be provided with a stopper (7) for fixing the formwork panel in order to protect the bottom edge of the formwork panel and maintain the stability of the formwork panel. Further, when forming an inclined floor surface, by providing the fixing stopper (8) in the state shown by the dotted line portion in FIG. 4, the formwork panel itself is kept horizontal even when the member of the present invention is inclined. It is possible. Even if the inclined stopper is not provided, it is possible to construct the inclined surface by designing the panel support portion so that the formwork panel can be held.
[0013]
On the other hand, even if the stopper as shown in FIG. 3 or FIG. 4 is not provided, the formwork panel can be stabilized if the bottom edge of the formwork panel is processed into the shape of the panel support in advance. Is possible. For example, when the panel holding portion has a shape as shown in FIG. 2, if the formwork panel is processed into the shape as shown in FIG. 5 in accordance with the shape, the formwork panel is stably held. Moreover, when constructing an inclined surface, the formwork panel itself can be processed according to the inclination angle.
[0014]
The height of the face plate portion and the panel carrying portion of the member of the present invention may be higher for the face plate portion (5) as shown in FIG. Further, the face plate portion may be lower.
[0015]
In addition to the mode shown in FIGS. 2 and 3, for example, the (cross-sectional) configuration shown in FIGS. 6 and 7 may be adopted for the panel carrier. These are provided with a panel support portion above the face plate portion, and in FIG. 6, a storage portion is formed in a substantially U shape. In FIG. 7, as in FIG. 2, a storage portion is provided in a substantially V shape, and a stopper for fixing the formwork panel is provided inside the storage portion.
[0016]
As described above, the formwork panel holding portion can be provided so as to accommodate the entire bottom edge end portion of the formwork panel as shown in FIG. 3B, but as long as the formwork panel can be stably supported. For example, as shown in FIG. 8, a part of the bottom edge of the formwork panel may be supported. FIG. 8 shows a modified type of the formwork panel holding portion of FIG. 3, and the panel holding portions are provided at both ends as shown in the figure, and the other configuration is the same as that of FIG. In addition, a panel support portion may be provided in a slit shape. In this case, the slit interval may be either regular or irregular.
[0017]
The material for the member for supporting the form panel of the present invention is not particularly limited, and may be appropriately selected depending on the application, the concrete composition, and the like. For example, any of plastics, rubber, wood material, metal material, ceramic material, or a composite material thereof can be used. Further, the face plate portion and the panel carrying portion may be made of the same material or different materials. When the stopper for fixing is provided, the material of the stopper may be the same as that of either the face plate portion or the formwork panel holding portion, or may be a material different from both.
[0018]
Moreover, you may produce the formwork panel holding member of this invention by what kind of manufacturing method. For example, when plastics or the like is employed as the material, the face plate portion and the panel support portion can be integrally formed by extrusion molding or the like. Moreover, when both are shape | molded separately, you may produce by joining both by heat sealing | fusion, an adhesive agent, a binding material, etc. The fixing stopper can also be formed integrally with the member body or provided separately.
[0019]
The construction method of the present invention is a method of simultaneously placing concrete on a floor and a wall so that the wall surface and the face plate portion on which the member for supporting a formwork panel of the present invention is formed are in contact with the place where the wall is formed. After installing and carrying the formwork panel on the panel carrying part of the member, concrete placement of the floor and wall is performed, and then the floor surface is finished.
[0020]
As long as the formwork panel is used in known formwork construction, any material and size can be applied. For example, various form panels such as a wooden panel, a plywood panel, a steel panel, and a synthetic resin panel can be used. Various types of formwork panels such as hollow panels and heat insulation panels can also be used. In addition, as needed, the well-known member used in formwork constructions, such as a loose board, a siding board, a spacer, a separator, can also be used suitably.
[0021]
The method for installing the member for supporting the formwork panel may be performed in accordance with the method adopted in the conventional concrete simultaneous finishing method. For example, the horizontal and vertical directions are adjusted at the place where the wall is to be formed. However, the formwork panel supporting member may be fixed with a crosspiece, a binding material (such as a screw or an anchor bolt) or the like. You may fix a faceplate part and a wall surface (a reinforcing bar may be sufficient when reinforcing bars are arranged).
[0022]
In addition, the member for supporting a formwork panel of the present invention is a state where the base floor is not yet formed (for example, a state where only the reinforcing bars are arranged), or the base floor slab is provided. It can be used in any stage such as a state where it is already completed as a concrete floor.
[0023]
What is necessary is just to select the mixing | blending of the concrete applicable with the construction method of this invention suitably according to a construction location, a construction method, etc. The thing similar to the conventional one can also be used. In particular, in the present invention, it is possible to finish the floor at the same time, so it is advantageous to use waterproof concrete, waterproof mortar or the like. These waterproof concretes can also employ known blends.
[0024]
The method of placing concrete may be performed according to a known method. After placing the concrete, finish the concrete floor. The floor surface may be finished by a known method, for example, by a known means such as a gold iron or a roller. After that, when the concrete is cured, the formwork panel and the formwork panel holding member may be appropriately removed. Moreover, in this invention, after curing concrete or after curing, floor surface finishing, such as mortar finishing, tile finishing, and stone finishing, can also be separately performed as needed.
[0025]
【Example】
Examples are given below to clarify the features of the present invention.
[0026]
Example 1
The member for supporting the formwork panel shown in FIG. 3 was produced by extrusion molding of hard polyvinyl chloride. 3A is a side view, FIG. 3B is a front view, and FIG. 3C is a rear view. As shown in FIG. 3A, the member is composed of a face plate portion (5) and a panel support portion (6), and the support portion has an acute angle with the face plate as viewed from the side of the member (about 45 degrees in this member). ). In addition, the carrier is provided with a stopper (7) for fixing and stabilizing the formwork panel. In this member, the face plate portion, the carrying portion and the stopper are integrally formed of the same material.
[0027]
When constructing, as shown in FIG. 9, the formwork panel support member (10) is installed while adjusting the horizontal and vertical directions so that the wall surface is formed and the floor surface is located, Secure with piers and binding materials. Next, the formwork panel (9) is fitted into the carrying part. In the member of the embodiment, the formwork panel is supported by the stopper as shown in FIG. 9, and the entire bottom edge of the formwork panel is housed in the panel support as shown in FIG. 3B. With the fixing stopper, it is possible to prevent a situation in which the formwork panel deeply penetrates into the panel carrying part with its weight and the carrying part or the formwork panel is damaged.
[0028]
In the state in which the formwork panel is fitted, there is a boundary line between the face plate portion and the formwork panel as shown in FIG. 9, and this may be transferred to the wall surface. However, if the thickness of the face plate portion is reduced, the boundary is formed. You can make lines inconspicuous. Therefore, it is preferable to make the thickness of the face plate portion as thin as possible, but usually it may be set appropriately according to the thickness and weight of the formwork panel to be used, the type of concrete, the construction location, and the like.
[0029]
After the formwork panel is fitted into the member, concrete (11) is poured into predetermined portions of the wall surface and floor surface. In the construction method of the present invention, two or more of the frame panels fitted into the members may be connected. What is necessary is just to make the connection method the same as the method employ | adopted by the well-known formwork construction.
[0030]
After placing the concrete, finish the entire floor with a gold iron. In this case, this member has an acute angle (substantially V-shaped) between the face plate and the support portion, so that the exposure of the entire floor surface (space on the floor surface) can be secured, and the entire floor surface can be easily finished. It can be carried out. That is, in the present invention, the floor surface can be finished simultaneously with the construction of the wall surface and the floor surface. After the concrete on the wall surface and floor surface is cured, both the member and the formwork panel of the present invention may be removed.
[0031]
【The invention's effect】
According to the formwork panel supporting member and the concrete floor simultaneous pressing finishing method of the present invention, the entire floor surface can be finished with the formwork panel installed, so that the construction period is shortened, the cost is reduced, etc. Can be achieved.
[Brief description of the drawings]
FIG. 1 is a view showing a conventional construction method using a formwork panel.
FIG. 2 is a cross-sectional view showing an example of the member of the present invention.
FIG. 3 is a view showing an example of the member of the present invention, where (a) is a cross-sectional view, (b) is a front view, and (c) is a rear view.
FIG. 4 is a front view showing an example of a member of the present invention provided with a stopper for an inclined surface.
FIG. 5 is a cross-sectional view showing a processing example of a single bottom edge portion of a form panel.
FIG. 6 is a cross-sectional view showing an example of the member of the present invention.
FIG. 7 is a cross-sectional view showing an example of the member of the present invention.
FIG. 8 is a front view showing an example of the member of the present invention.
FIG. 9 is a diagram showing a construction example using the member of the present invention.

Claims

A member for supporting a formwork panel, having a faceplate part and a panel supporter capable of supporting the formwork panel in parallel with the faceplate part, and substantially only the bottom edge part of the faceplate part when the member is installed panel carrier part so as to be in contact with the floor surface is Ri Contact provided on the surface plate,
A panel carrier is provided at the bottom edge of the face plate portion so as to form an acute angle with the face plate portion when viewed from the side surface.
A stopper for fixing the formwork panel is provided in order to prevent a situation in which the formwork panel bites into the panel carrying part with its weight and damages the carrying part or the formwork panel.
Formwork panel support member.

The member for supporting a form panel according to claim 1 , wherein the panel supporting part can accommodate all or part of the bottom edge of the form panel.

A method of performing concrete placement on a floor and a wall at the same time so that the wall surface on which the formwork panel supporting member according to claim 1 or 2 is formed and the face plate portion are in contact with a place where the wall is formed. Concrete floor simultaneous pressing finishing method characterized in that after installation, the formwork panel is supported by the formwork panel support of the member, concrete is placed on the floor and walls, and then the floor is finished .