JP6309685B1 - Formwork support method and formwork support structure - Google Patents

Formwork support method and formwork support structure Download PDF

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JP6309685B1
JP6309685B1 JP2017244009A JP2017244009A JP6309685B1 JP 6309685 B1 JP6309685 B1 JP 6309685B1 JP 2017244009 A JP2017244009 A JP 2017244009A JP 2017244009 A JP2017244009 A JP 2017244009A JP 6309685 B1 JP6309685 B1 JP 6309685B1
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formwork
separator
base surface
mold
concrete
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安雄 藤原
安雄 藤原
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株式会社ダイフジ
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Abstract

【課題】コンクリート製のベース面を損傷させずに型枠を支保可能な型枠支保工法を提供する。【解決手段】コンクリート製の平坦面状のベース面G上に、コンクリート製の立ち上がり部を打設にて形成する型枠を支保するための型枠支保工法であって、ベース面Gの立ち上がり部形成予定域Yに、水平方向のねじ孔部11が貫設された支柱部材1を配設して固着具10にてベース面Gに固定すると共に、支柱部材1のねじ孔部11にセパレータ2の中間部を螺合させ、セパレータ2の端部に螺合する締付金具4とセパレータ2にて型枠材3を起立状に挟持し、型枠材3の外方側においてベース面G上に敷き部材5を配設すると共に型枠材3の下端部3bに敷き部材5の一端部5aを固着して、伸縮自在な支持杆部材6を傾斜状姿勢として、敷き部材5に設けたストッパ部50に支持杆部材6の下端部6bを当接させると共に、支持杆部材6の上端部6aによって型枠材3の上縁を押圧保持する。【選択図】図4The present invention provides a formwork support method capable of supporting a formwork without damaging a concrete base surface. A formwork support method for supporting a formwork in which a concrete rising portion is formed by placing on a flat base surface G made of concrete, and the rising portion of the base surface G is provided. A column member 1 in which a horizontal screw hole portion 11 is provided is arranged in the planned formation area Y and is fixed to the base surface G by a fixing tool 10, and a separator 2 is formed in the screw hole portion 11 of the column member 1. The mold member 3 is held upright by the clamp 2 and the separator 2 which are screwed to the end portion of the separator 2, and on the base surface G on the outer side of the mold member 3. A stopper provided on the laying member 5 with the laying member 5 disposed on the lower end 3b of the mold member 3 and one end 5a of the laying member 5 fixed to the frame member 3 so that the extendable support rod member 6 is inclined. The lower end portion 6b of the support rod member 6 is brought into contact with the portion 50 and the upper end of the support rod member 6 is Pressing retaining the upper edge of the mold member 3 by 6a. [Selection] Figure 4

Description

本発明は、型枠支保工法及び型枠支保構造体に関する。   The present invention relates to a formwork support method and a formwork support structure.

従来、コンクリート製のベース面上に、コンクリート製の立ち上がり部(例えば、特許文献1参照)を打設にて形成する型枠を支保するために、伸縮自在な支持杆部材を傾斜状姿勢とし、支持杆部材の上端部で型枠部材を押圧保持すると共に、支持杆部材の下端部を、上記ベース面に固着したプレート部材に係止させる型枠支保工法及び型枠支保構造体があった(例えば、特許文献2参照)。   Conventionally, in order to support a formwork formed by placing a concrete rising portion (for example, refer to Patent Document 1) on a concrete base surface, the extendable support rod member has an inclined posture, There was a formwork supporting method and a formwork supporting structure in which the formwork member was pressed and held at the upper end portion of the support rod member, and the lower end portion of the support rod member was locked to the plate member fixed to the base surface ( For example, see Patent Document 2).

特開2007−239338号公報JP 2007-239338 A 特開2005−2788号公報Japanese Patent Laid-Open No. 2005-2788

しかし、上述の型枠支保工法及び型枠支保構造体は、支持杆部材の下端部を係止するプレート部材を、コンクリート製のベース面に、コンクリート用釘やアンカーで固着するため、立ち上がり部以外のコンクリートベース面を損傷させてしまうという問題があった。言い換えると、立ち上がり部形成後に、プレート部材を撤去すると、上記ベース面にプレート用固着具の痕が残るといった問題があった。   However, in the above-mentioned form support method and form support structure, the plate member that locks the lower end portion of the support rod member is fixed to the concrete base surface with concrete nails or anchors. There was a problem of damaging the concrete base surface. In other words, if the plate member is removed after the rising portion is formed, there is a problem that the mark of the plate fixing tool remains on the base surface.

そこで、本発明は、コンクリート製のベース面を損傷させずに型枠を支保可能な型枠支保工法の提供を目的とする。
また、コンクリート製のベース面を損傷させずに型枠を支保可能な型枠支保構造体の提供を目的とする。
Therefore, an object of the present invention is to provide a mold support method that can support a mold without damaging a concrete base surface.
It is another object of the present invention to provide a formwork support structure that can support the formwork without damaging the concrete base surface.

本発明の型枠支保工法は、コンクリート製の平坦面状のベース面上に、コンクリート製の立ち上がり部を打設にて形成する型枠を支保するための型枠支保工法に於て、上記ベース面の立ち上がり部形成予定域に、水平方向のねじ孔部が貫設された支柱部材を配設して固着具にて上記ベース面に固定すると共に、上記支柱部材のねじ孔部にセパレータの中間部を螺合させ、該セパレータの端部に螺合する締付金具と上記セパレータにて型枠材を起立状に挟持し、上記型枠材の外方側において上記ベース面上に敷き部材を配設すると共に該型枠材の下端部に上記敷き部材の一端部を固着して、伸縮自在な支持杆部材を傾斜状姿勢として、上記敷き部材に設けたストッパ部に上記支持杆部材の下端部を当接させると共に、該支持杆部材の上端部によって上記型枠材の上縁を押圧保持する工法である。   The mold support method of the present invention is the above-mentioned base support method for supporting a formwork in which a concrete rising portion is formed by placing on a concrete flat surface base surface. A strut member with a horizontal screw hole is provided in a region where the rising portion of the surface is to be formed, and is fixed to the base surface with a fixing tool. The mold frame material is held upright by the separator and the fastening metal fitting screwed to the end of the separator and the separator, and the laying member is placed on the base surface on the outer side of the mold material. At the same time, one end portion of the laying member is fixed to the lower end portion of the formwork member, and the extendable support rod member is inclined, and the lower end of the support ridge member is placed on the stopper portion provided on the laying member. And the upper end of the support rod member Te is a method for pressing and holding the upper edge of the form member.

また、コンクリート製の平坦面状のベース面上に、コンクリート製の立ち上がり部を打設にて形成する型枠を支保するための型枠支保工法に於て、上記ベース面の立ち上がり部形成予定域に予め立設した鉄筋に固定用金具にてセパレータの中間部を固定し、該セパレータの端部に螺合する締付金具と上記セパレータにて型枠材を起立状に挟持し、上記型枠材の外方側において上記ベース面上に敷き部材を配設すると共に該型枠材の下端部に上記敷き部材の一端部を固着して、伸縮自在な支持杆部材を傾斜状姿勢として、上記敷き部材に設けたストッパ部に上記支持杆部材の下端部を当接させると共に、該支持杆部材の上端部によって上記型枠材の上縁を押圧保持する工法である。   Further, in the formwork support method for supporting a formwork for forming a concrete rising part by placing on a concrete flat base surface, the above-mentioned base part rising part formation planned area The intermediate part of the separator is fixed to a reinforcing bar erected in advance with a fixing metal fitting, and the mold material is clamped between the clamping metal fitting screwed to the end of the separator and the separator in an upright manner, and the mold frame The laying member is disposed on the base surface on the outer side of the material, and one end of the laying member is fixed to the lower end of the formwork material so that the stretchable support rod member is in an inclined posture. In this method, the lower end portion of the support rod member is brought into contact with the stopper portion provided on the laying member, and the upper edge of the formwork material is pressed and held by the upper end portion of the support rod member.

また、本発明の型枠支保構造体は、コンクリート製の平坦面状のベース面上に、コンクリート製の立ち上がり部を打設にて形成する型枠を支保するための型枠支保構造体に於て、上記ベース面の立ち上がり部形成予定域に固着具にて立設された支柱部材と、該支柱部材に設けた水平方向のねじ孔部に中間部が螺合するセパレータと、該セパレータの端部に螺合する締付金具と上記セパレータにて起立状に挟持された型枠材と、該型枠材の外方側において上記ベース面上に配設されると共に一端部が上記型枠材の下端部に固着される敷き部材と、該敷き部材に設けられたストッパ部に下端部が当接されると共に上端部にて上記型枠材の上縁を押圧保持する傾斜状姿勢の伸縮自在な支持杆部材と、を備えたものである。   The formwork support structure of the present invention is a formwork support structure for supporting a formwork in which a concrete rising portion is formed on a concrete flat base surface. A column member that is erected by a fixture in a region where the rising portion is to be formed on the base surface, a separator that is screwed into a horizontal screw hole provided in the column member, and an end of the separator A fastening metal fitting to be screwed to the part, a mold member clamped in an upright manner by the separator, and an end portion of the mold member arranged on the base surface on the outer side of the mold member A laying member that is fixed to the lower end of the frame, and a lower end that comes into contact with a stopper provided on the laying member, and that has an inclined posture that holds the upper edge of the formwork material pressed at the upper end. And a supporting support member.

また、コンクリート製の平坦面状のベース面上に、コンクリート製の立ち上がり部を打設にて形成する型枠を支保するための型枠支保構造体に於て、上記ベース面の立ち上がり部形成予定域に立設された鉄筋に固定用金具にて中間部が固定されたセパレータと、該セパレータの端部に螺合する締付金具と上記セパレータにて起立状に挟持された型枠材と、該型枠材の外方側において上記ベース面上に配設されると共に一端部が上記型枠材の下端部に固着される敷き部材と、該敷き部材に設けられたストッパ部に下端部が当接されると共に上端部にて上記型枠材の上縁を押圧保持する傾斜状姿勢の伸縮自在な支持杆部材と、を備えたものである。   In addition, in a formwork support structure for supporting a formwork for forming a concrete rising part by placing on a concrete flat base surface, the rising part of the base surface is scheduled to be formed. A separator in which an intermediate portion is fixed to a reinforcing bar erected in a region by a fixing metal fitting, a fastening metal fitting screwed to an end of the separator, and a mold material clamped in an upright manner by the separator, A laying member disposed on the base surface on the outer side of the mold member and having one end fixed to the lower end of the mold member, and a lower end of the stopper provided on the laying member. And a retractable support rod member in an inclined posture that is brought into contact with and presses and holds the upper edge of the formwork material at the upper end portion.

本発明の型枠支保工法は、コンクリート製のベース面を損傷させずに型枠を支保できる。設置及び撤去作業を容易かつ迅速に行うことが可能な型枠支保構造体を形成できる。従って、建設工期全体の短縮化に貢献できる。
また、本発明の型枠支保構造体は、コンクリート製のベース面を損傷させずに型枠を支保できる。設置及び撤去作業を容易かつ迅速に行える。従って、建設工期全体の短縮化に貢献できる。
The formwork support method of the present invention can support the formwork without damaging the concrete base surface. It is possible to form a form support structure that can be easily and quickly installed and removed. Therefore, it can contribute to shortening the entire construction period.
Moreover, the formwork support structure of the present invention can support the formwork without damaging the concrete base surface. Installation and removal can be done easily and quickly. Therefore, it can contribute to shortening the entire construction period.

本発明の型枠支保工法の実施の一形態を示し、基準用セパレータ配設工程を説明するための断面図である。It is sectional drawing for demonstrating one Embodiment of the form support method of this invention, and explaining the separator arrangement | positioning process for a reference | standard. 型枠材配設工程を説明するための断面図である。It is sectional drawing for demonstrating a formwork material arrangement | positioning process. 敷き部材配設工程を説明するための断面図である。It is sectional drawing for demonstrating a laying member arrangement | positioning process. 本発明の型枠支保構造体の実施の一形態を示す断面図である。It is sectional drawing which shows one Embodiment of the formwork support structure of this invention. 本発明の型枠支保工法及び型枠支保構造体の他の実施形態を示す断面図である。It is sectional drawing which shows other embodiment of the form support method of this invention, and a form support structure. 立ち上がり部の一例を示す正面図である。It is a front view which shows an example of a standing part.

以下、図示の実施形態に基づき本発明を詳説する。
本発明に係る型枠支保工法は、図6に示すように、住宅やビル等の建設現場にて形成されているコンクリート製の平坦面状のベース面G上に、コンクリート製の立ち上がり部Kを打設にて形成する型枠を支保するための工法である。
Hereinafter, the present invention will be described in detail based on illustrated embodiments.
As shown in FIG. 6, the form support method according to the present invention has a concrete rising portion K on a concrete flat surface G formed at a construction site such as a house or a building. This is a method for supporting the formwork formed by placing.

先ず、図1に示すように、ベース面Gの立ち上がり部形成予定域Yには、コンクリートを打設してベース面Gを形成する際に設けた立ち上がり用の鉄筋9が立設している。
そして、立ち上がり部形成予定域Y(以下、形成予定域Yと呼ぶ場合もある)に、支柱部材1を配設して固着具10にてベース面Gに固定すると共に、支柱部材1のねじ孔部11にセパレータ2の中間部を螺合させる基準用セパレータ配設工程を行う。
First, as shown in FIG. 1, in a rising portion formation scheduled area Y of the base surface G, a rising reinforcing bar 9 provided when concrete is cast and the base surface G is formed is erected.
And the support | pillar member 1 is arrange | positioned in the standing part formation plan area Y (it may be hereafter called the plan formation area Y), it fixes to the base surface G with the fixing tool 10, and the screw hole of the support | pillar member 1 A reference separator disposing step for screwing the intermediate portion of the separator 2 to the portion 11 is performed.

支柱部材1は、金属製であって、各パイプ状の柱部18と、柱部18の下端に溶接等で一体に固着されている板状の取付盤部19と、を有している。
柱部18は、上部に、水平方向に貫設されたねじ孔部11を有している。
取付盤部19は、鉛直方向に貫設された取付用孔部を有している。
取付盤部19の取付用孔部に、コンクリート用釘やアンカー等の固着具10を挿通させて、ベース面Gに固定(固着)する。
The column member 1 is made of metal, and includes a pipe-shaped column portion 18 and a plate-shaped mounting plate portion 19 that is integrally fixed to the lower end of the column portion 18 by welding or the like.
The column portion 18 has a screw hole portion 11 penetrating in the horizontal direction at the upper portion.
The mounting plate portion 19 has a mounting hole portion that is provided in the vertical direction.
A fixing tool 10 such as a concrete nail or an anchor is inserted into the mounting hole of the mounting plate 19 and fixed (fixed) to the base surface G.

支柱部材1に螺合させるセパレータ2(以下、基準用セパ2と呼ぶ場合もある)は、棒部材21と、棒部材21の両側に取着する受け座部材22と、を有している。
基準用セパ2の棒部材21は、全ねじ棒(寸切り)である。
基準用セパ2の受け座部材22は、少なくとも一方が、棒部材21の端部に螺合にて着脱自在なものであって、例えば、プラスチックコーンやPコーンやピーコン、ネジカップと呼ばれるものである。
A separator 2 (hereinafter also referred to as a reference separator 2) to be screwed to the column member 1 includes a bar member 21 and receiving seat members 22 attached to both sides of the bar member 21.
The bar member 21 of the reference separator 2 is a fully threaded bar (dimension cut).
At least one of the receiving member 22 of the reference separator 2 is detachable by screwing onto the end of the bar member 21, and is called, for example, a plastic cone, a P cone, a peakon, or a screw cup. .

つまり、基準用セパ2の一端部において一方の受け座部材22を離脱させて、支柱部材1のねじ孔部11に棒部材21の中間部を螺合させる。中間部とは、両端の受け座部材22,22よりもアキシャル内方位置であれば良い。   That is, one receiving member 22 is detached at one end of the reference separator 2, and the intermediate portion of the bar member 21 is screwed into the screw hole portion 11 of the column member 1. The intermediate portion may be an axial inward position relative to the receiving seat members 22 and 22 at both ends.

なお、基準用セパレータ配設工程において、支柱部材1を配設して固着具10にてベース面Gに固定すると共に、上記支柱部材1のねじ孔部11にセパレータ2の中間部を螺合させるとは、支柱部材1をベース面Gに配設して固定後にセパレータ2を螺合させる場合と、セパレータ2を螺合後に支柱部材1をベース面Gに配設して固定する場合と、支柱部材1をベース面Gに配設して、セパレータ2を螺合させ、その後、固定する場合と、を含む。鉄筋9が多い場合は、支柱部材1をベース面Gに固定後に、セパレータ2を螺合させるのが望ましい。   In the reference separator disposing step, the strut member 1 is disposed and fixed to the base surface G by the fixing tool 10, and the intermediate portion of the separator 2 is screwed into the screw hole portion 11 of the strut member 1. Are the case where the column member 1 is disposed on the base surface G and fixed and then the separator 2 is screwed, the case where the column member 1 is disposed and fixed on the base surface G after the separator 2 is screwed, and the column Including the case where the member 1 is disposed on the base surface G, the separator 2 is screwed and then fixed. When there are many reinforcing bars 9, it is desirable to screw the separator 2 after fixing the column member 1 to the base surface G.

支柱部材1は、墨出し等によって、形成予定域Yに正確かつ精度良く配設されて固定される。また、支柱部材1は、取付盤部19の下面(取付基準面)からねじ孔部11(の軸心)までの高さ位置や、ねじ孔部11の水平度を、精度良く形成しているため、ねじ孔部11に螺合した基準用セパ2の高さ位置及び水平度の精度は優れたものとなる。
さらに、基準用セパ2を螺進退させることで、位置決めを高精度に微調整できる。
The strut member 1 is arranged and fixed in the formation planned area Y accurately and accurately by inking or the like. Further, the column member 1 accurately forms the height position from the lower surface (mounting reference surface) of the mounting plate portion 19 to the screw hole portion 11 (the axial center thereof) and the level of the screw hole portion 11. Therefore, the accuracy of the height position and the levelness of the reference separator 2 screwed into the screw hole portion 11 is excellent.
Further, the positioning can be finely adjusted with high accuracy by moving the reference separator 2 forward and backward.

そして、図2に示すように、基準用セパ2と、基準用セパ2の端部に螺合する締付金具4とで、型枠材3を起立状に挟持させて、型枠を形成する型枠材配設工程を行う。
また、型枠材配設工程において、基準用セパレータ2とは別の他のセパレータ20と、他のセパレータ20の端部に螺合する締付金具40(他の締付金具40)とで、型枠材3を起立状に挟持させる。
Then, as shown in FIG. 2, the mold frame material 3 is held upright by the reference separator 2 and the fastening bracket 4 screwed to the end of the reference separator 2 to form the mold frame. A formwork material arranging step is performed.
Further, in the mold material disposing step, another separator 20 different from the reference separator 2 and a fastening metal fitting 40 (another fastening metal fitting 40) that is screwed to an end of the other separator 20, The mold material 3 is held upright.

基準用セパ2は、型枠材3の下部を保持するように配設されている。言い換えると、型枠材3を保持する複数本のセパレータ2,20において、基準用セパ2は、最下位置に配設されるものであり、他のセパレータ20は、基準用セパ2よりも上位置に配設されるものである。
他のセパレータ20は、棒部材21が中間部にねじ部を有していなくとも良く、受け座部材22は、棒部材21の端部に着脱自在でなくとも良い。
なお、図示省略するが、型枠材設置予定域(ベース面Gと型枠材3の間)に、養生テープを貼着するのが望ましい。
The reference separator 2 is disposed so as to hold the lower part of the formwork 3. In other words, in the plurality of separators 2 and 20 that hold the formwork 3, the reference separator 2 is disposed at the lowest position, and the other separators 20 are higher than the reference separator 2. It is arranged at a position.
In other separators 20, the bar member 21 may not have a threaded portion at the intermediate portion, and the receiving member 22 may not be detachable from the end of the bar member 21.
In addition, although illustration is abbreviate | omitted, it is desirable to affix a curing tape on the formwork material installation plan area (between the base surface G and the formwork material 3).

締付金具4,40は、セパレータ2,20の端部の雄ねじに螺合する雌ねじを有すると共に型枠材3の堰板31の外面に当接する押さえ端面を有し、例えば、ホンタイや、フォームタイ(登録商標)や、ホームタイ(登録商標)と呼ばれるものである。   The fastening brackets 4 and 40 have a female end screwed into a male screw at the end of the separator 2 and 20 and a pressing end surface that comes into contact with the outer surface of the dam plate 31 of the formwork 3. This is called Thailand (registered trademark) or Home Thailand (registered trademark).

そして、型枠材3を起立状に保持した後、他の締付金具40(上位置の締付金具40)の近傍に横端太材(バタ材)7を配設して、端太保持金具セット70にて、型枠材3を押圧保持する。   And after holding the formwork material 3 in an upright shape, a lateral end thick material (batter material) 7 is disposed in the vicinity of another fastening bracket 40 (upper clamping bracket 40) to hold the thick end. The mold material 3 is pressed and held by the metal fitting set 70.

その後、図3に示すように、型枠材3の外方側においてベース面G上に敷き部材5を配設し、型枠材3の下端部3bに敷き部材5の一端部5aを固着する敷き部材配設工程を行う。
型枠材3は、下端部3bに、木製の堰板31の下端縁を保持する木製の下枠材を有している。
Thereafter, as shown in FIG. 3, the laying member 5 is disposed on the base surface G on the outer side of the mold member 3, and the one end portion 5 a of the laying member 5 is fixed to the lower end portion 3 b of the mold member 3. A laying member arranging step is performed.
The mold frame material 3 has a wooden lower frame material that holds the lower edge of the wooden dam plate 31 at the lower end portion 3b.

敷き部材5は、帯板又は角柱状であって、外周面(外側面)に、塩化ビニル等の樹脂被覆層(防水層)を有している。
敷き部材5は、帯板状又は角柱状の木材を芯材とし、その芯材を、塩化ビニル等の熱収縮性樹脂のチューブ材に挿入し、熱湯やドライヤ等の熱付与手段にて加熱して、チューブ材を収縮させて、芯材の外周面に密着させたものである。
The laying member 5 is in the form of a strip or a prism, and has a resin coating layer (waterproof layer) such as vinyl chloride on the outer peripheral surface (outer surface).
The laying member 5 has a strip or prismatic wood as a core material, and the core material is inserted into a tube material of a heat-shrinkable resin such as vinyl chloride and heated by heat applying means such as hot water or a dryer. Then, the tube material is contracted and adhered to the outer peripheral surface of the core material.

敷き部材5は、樹脂被覆層を有しているので、ベース面Gと敷き部材5との間に、コンクリートからのアクが浸入してきても、敷き部材5が劣化するのを防止できる。また、芯材が木製であるため、軽量であると共に、型枠材3との固着作業が木用の釘等で容易に行える。   Since the laying member 5 has a resin coating layer, it is possible to prevent the laying member 5 from deteriorating even if an ax from concrete enters between the base surface G and the laying member 5. Moreover, since the core is made of wood, it is lightweight and can be easily fixed to the formwork 3 with a wood nail or the like.

敷き部材5の製作は、建設現場から離れている場所で、予め(敷き部材配設工程の前に)行うのが望ましい。
また、敷き部材5の端面は、防水層を有する(芯材の端面をキャップ状の樹脂製被覆材で包囲して熱収縮させる)のが望ましいが、省略するも良い。
The laying member 5 is preferably manufactured in advance (before the laying member disposing step) at a place away from the construction site.
The end surface of the laying member 5 preferably has a waterproof layer (the end surface of the core material is surrounded by a cap-shaped resin coating material and thermally contracted), but may be omitted.

敷き部材5は、一端部5aの端面を、型枠材3の下端部3bの下枠材に、突き合わせて配設する。
そして、合板等の木製のつなぎ材51を、型枠材3に木用釘等の固定具55にて固着すると共に、敷き部材5の一端部5aに木用釘等の固定具55にて固着して、型枠材3と敷き部材5を固着(連結)する。
つまり、形成予定域Y以外のベース面Gにおいてコンクリート釘やコンクリート用アンカーを使用せずに、敷き部材5を固定できる。
The laying member 5 is arranged such that the end surface of the one end portion 5 a is abutted against the lower frame member of the lower end portion 3 b of the mold member 3.
Then, a wooden connecting member 51 such as plywood is fixed to the formwork 3 with a fixing tool 55 such as a wooden nail, and is fixed to the one end portion 5a of the laying member 5 with a fixing tool 55 such as a wooden nail. Then, the formwork 3 and the laying member 5 are fixed (connected).
That is, the laying member 5 can be fixed without using a concrete nail or a concrete anchor on the base surface G other than the planned formation area Y.

敷き部材5を型枠材3に固着後に、図4に示すように、下位置の締付金具4(基準用セパ2に螺合している締付金具4)の近傍に、横端太材7を配設して、端太保持金具セット70にて、型枠材3の下縁(下半部)を押圧保持する。
このように、敷き部材5を型枠材3に固着後に、下位置の横端太材7を配設して、保持することで、敷き部材5を型枠材3に固着する際の作業が容易となる。
After fixing the laying member 5 to the formwork 3, as shown in FIG. 4, in the vicinity of the lower fastening bracket 4 (the fastening bracket 4 screwed into the reference separator 2), the wide end thick material 7 is disposed, and the lower edge (lower half part) of the frame member 3 is pressed and held by the end thick holding metal fitting set 70.
In this way, after the laying member 5 is fixed to the formwork 3, the work for fixing the laying member 5 to the formwork 3 can be performed by arranging and holding the lower horizontal end thick material 7. It becomes easy.

次に、伸縮自在な支持杆部材6を傾斜状姿勢として、敷き部材5に設けたストッパ部50に、支持杆部材6の下端部6bを当接させると共に、支持杆部材6の上端部6aによって型枠材3の上縁を押圧保持する支持杆部材配設工程を行う。   Next, the telescopic support rod member 6 is inclined, and the lower end portion 6b of the support rod member 6 is brought into contact with the stopper portion 50 provided on the laying member 5, and the upper end portion 6a of the support rod member 6 is brought into contact with the stopper portion 50. A supporting rod member disposing step of pressing and holding the upper edge of the mold material 3 is performed.

支持杆部材6は、二重筒状に構成され、基台筒部に対して柱部を出没自在とし、ネジ機構やロック機構によって所望の長さに調整して固定可能であって、例えば、サポートパイプや鋼管ポストと呼ばれるものである。   The support rod member 6 is configured in a double cylinder shape, the column part can be protruded and retracted with respect to the base cylinder part, and can be adjusted and fixed to a desired length by a screw mechanism or a lock mechanism. This is called a support pipe or a steel pipe post.

また、敷き部材5の他端部5b側には、木製の当り部材を木用釘等の固定具55にて固着して、ストッパ部50を設けている。
敷き部材5にストッパ部50を設けるタイミングは、敷き部材5をベース面Gに配設する前、或いは、ベース面Gに配設後、何れであっても良い。
On the other end 5b side of the laying member 5, a stopper member 50 is provided by fixing a wooden contact member with a fixture 55 such as a wooden nail.
The timing at which the stopper member 50 is provided on the laying member 5 may be either before the laying member 5 is disposed on the base surface G or after the laying member 5 is disposed on the base surface G.

そして、伸縮自在な支持杆部材6を傾斜状姿勢として、敷き部材5に設けたストッパ部50に、支持杆部材6の下端部6bを当接させつつ、支持杆部材6を伸長させて、支持杆部材6の上端部6aによって型枠材3の上縁を押圧保持する(突っ張り支持する)。
つまり、支持杆部材6は、敷き部材5上に配設され、形成予定域Y以外のベース面Gにおいてコンクリート釘やコンクリート用アンカーを使用せずに、支持杆部材6を固定できる。
Then, the support rod member 6 which can be expanded and contracted is inclined, and the support rod member 6 is extended and supported while the lower end portion 6b of the support rod member 6 is brought into contact with the stopper portion 50 provided on the laying member 5. The upper edge 6a of the flange member 6 is pressed and held (supported by stretching) by the upper edge of the mold member 3.
In other words, the support rod member 6 is disposed on the laying member 5, and the support rod member 6 can be fixed on the base surface G other than the planned formation area Y without using concrete nails or concrete anchors.

なお、支持杆部材6の上端部6aに型枠材3の上縁を押圧保持するとは、支持杆部材6の上端部6aと型枠材3の間に他部材が介在して押圧保持する場合と、支持杆部材6の上端部6aが型枠材3に直接に接触して押圧保持する場合と、を含む。例えば、図例のように、横端太材7を介して型枠材3を押圧保持する場合や、図示省略するが縦端太材を介して押圧保持する場合、或いは、型枠材3に直接的に接触して押圧保持する場合がある。また、型枠材3の上縁とは、言い換えると、型枠材3の上半部である。   Note that “holding the upper edge of the mold frame material 3 on the upper end portion 6 a of the support rod member 6 is a case where another member is interposed between the upper end portion 6 a of the support rod member 6 and the mold frame material 3 to hold it. And a case where the upper end portion 6a of the support rod member 6 is in direct contact with and held by the mold member 3. For example, as shown in the figure, when the mold frame material 3 is pressed and held through the horizontal end thick material 7, or when not shown in the figure, it is pressed and held through the vertical end thick material, or There is a case where it is pressed and held in direct contact. Moreover, the upper edge of the formwork 3 is, in other words, the upper half of the formwork 3.

また、ストッパ部50に支持杆部材6の下端部6bを当接とは、支持杆部材6の下端部6bとストッパ部50の間に他部材が介在している場合と、支持杆部材6の下端部6bがストッパ部50に直接に接触している場合と、を含む。例えば、図示省略するが、支持杆部材6の下端部6bとストッパ部50の間に滑り止め具を介在させる場合も含む。   The contact of the lower end portion 6b of the support rod member 6 with the stopper portion 50 means that another member is interposed between the lower end portion 6b of the support rod member 6 and the stopper portion 50, and the case where the support rod member 6 And the case where the lower end portion 6b is in direct contact with the stopper portion 50. For example, although not shown, this includes the case where a slip stopper is interposed between the lower end portion 6b of the support rod member 6 and the stopper portion 50.

ここで、本発明の型枠支保構造体は、上述の型枠支保工法にて構築されたものである。つまり、図4に示すように、ベース面Gの立ち上がり部形成予定域Yに固着具10にて立設された支柱部材1と、支柱部材1に設けたねじ孔部11に螺合するセパレータ2と、セパレータ2の端部に螺合する締付金具4とセパレータ2にて起立状に挟持された型枠材3と、型枠材3の外方側においてベース面G上に配設されると共に一端部5aが型枠材3の下端部3bに固着される敷き部材5と、敷き部材5に設けられたストッパ部50に下端部6bが当接されると共に上端部6aにて型枠材3の上縁を押圧保持する傾斜状姿勢の伸縮自在な支持杆部材6と、を備えている。   Here, the formwork support structure of the present invention is constructed by the above-mentioned formwork support method. That is, as shown in FIG. 4, the column member 1 erected by the fixing tool 10 in the rising portion formation scheduled area Y of the base surface G and the separator 2 screwed into the screw hole portion 11 provided in the column member 1. A fastening metal fitting 4 screwed into the end of the separator 2, a mold frame member 3 held upright by the separator 2, and a base surface G on the outer side of the mold frame member 3. At the same time, the lower end 6b is brought into contact with the laying member 5 whose one end 5a is fixed to the lower end 3b of the mold member 3, and the stopper 50 provided on the laying member 5, and at the upper end 6a. And a telescopic support rod member 6 having an inclined posture that presses and holds the upper edge of 3.

端太保持金具セット70は、横端太材7に当接する当て金具71(図4参照)と、板片状のクサビ部材72(図4参照)と、締付金具4,40で構成される。
当て金具71は、締付金具4,40が挿通する貫通孔やスリット状孔等の孔部を有している。
締付金具4,40は、板片状のクサビ部材72が差込まれる差込孔部を有している。
The end holding metal fitting set 70 is composed of a contact fitting 71 (see FIG. 4) that abuts against the thick end material 7, a plate-like wedge member 72 (see FIG. 4), and fastening fittings 4 and 40. .
The contact fitting 71 has a hole such as a through hole or a slit-like hole through which the fastening fittings 4 and 40 are inserted.
The fastening fittings 4 and 40 have insertion holes into which plate-shaped wedge members 72 are inserted.

そして、複数の型枠材3及びセパレータ2,20等によって構成された型枠の内部に、コンクリートを打設することで、図6に示すように、ベース面G上に、コンクリート製の立ち上がり部Kが形成できる。   Then, concrete is placed inside the mold formed by the plurality of mold materials 3 and separators 2, 20, etc., and as shown in FIG. K can be formed.

次に、本発明に係る型枠支保工法及び型枠支保構造体の他の実施形態について説明する。
先ず、図5に示すように、型枠支保構造体の他の実施形態は、ベース面Gの立ち上がり部形成予定域Yに立設された鉄筋9に固定用金具8にて中間部が固定された基準用セパ2を備えるものである。
つまり、型枠支保工法の他の実施形態は、図1を用いて説明した基準用セパレータ配設工程において、支柱部材1を使用せずに、ベース面Gの立ち上がり部形成予定域Yに予め立設した鉄筋9に、固定用金具8にて、基準用セパ2の中間部を固定する。
Next, other embodiments of the formwork support method and formwork support structure according to the present invention will be described.
First, as shown in FIG. 5, in another embodiment of the formwork support structure, an intermediate portion is fixed to a reinforcing bar 9 erected in a rising portion formation planned area Y of the base surface G by a fixing bracket 8. The reference separator 2 is provided.
That is, in another embodiment of the form support method, in the reference separator arranging step described with reference to FIG. The intermediate portion of the reference separator 2 is fixed to the reinforcing bar 9 by the fixing bracket 8.

図5に示すように、固定用金具8は、コの字状乃至C字状に形成された金具本体81と、金具本体81に螺合するボルト部材82と、を有している。
図5に於ては、金具本体81とボルト部材82で鉄筋9を挟むように構成したものであって、例えば、ガッツ(登録商標)や小ガッツ(登録商標)と呼ばれるものである。
また、図示省略するが、固定用金具8は、ボルト部材82の螺進によってコの字状に開いている金具本体81が閉じて鉄筋9を掴むように構成したものとするも良く、例えば、ネオガッツ(登録商標)と呼ばれるものであっても良い。
図1乃至図4の実施形態と比べて、支柱部材1が不要になり、支柱部材1の製作コストや製作の手間を軽減できる。言い換えると、固定用金具8として市販品を用いることができ、コストを軽減できる
As shown in FIG. 5, the fixing metal fitting 8 includes a metal fitting body 81 formed in a U-shape or a C-shape, and a bolt member 82 screwed into the metal fitting body 81.
In FIG. 5, the rebar 9 is sandwiched between the metal fitting body 81 and the bolt member 82, and is called, for example, Guts (registered trademark) or Small Guts (registered trademark).
Although not shown in the drawings, the fixing metal fitting 8 may be configured such that the metal fitting body 81 opened in a U-shape is closed by the screwing of the bolt member 82 and the rebar 9 is gripped. It may also be called Neo-Guts (registered trademark).
Compared with the embodiment of FIGS. 1 to 4, the support member 1 is not necessary, and the manufacturing cost and manufacturing effort of the support member 1 can be reduced. In other words, a commercially available product can be used as the fixing bracket 8 and the cost can be reduced.

図5に於て、固定用金具8の金具本体81に貫設したねじ孔に、基準用セパ2を螺合させることで、鉄筋9に固定している。このような工法及び構造は、基準用セパ2の螺進退によって位置決め調整を容易に行うことができる。なお、図示省略するが、固定用金具8の金型本体81に貫設した貫通孔に基準用セパ2を挿通させることで、鉄筋9に固定させるも良い。または、基準用セパ2及び鉄筋9を、金具本体81とボルト部材82で挟んで固定させるも良い。或いは、基準用セパ2及び鉄筋9を、金具本体81で掴んで固定させるも良い。このように、基準用セパ2を、ねじ孔に螺合させずに鉄筋9に固定させる工法及び構造は、基準用セパ2の棒部材21が全ねじで無くとも良く、コストダウンに貢献できる。
他の構成及び作用効果は、図1乃至図4の実施形態と同様である。
In FIG. 5, the reference separator 2 is screwed into a screw hole penetrating the metal body 81 of the fixing metal 8, thereby fixing the reinforcing bar 9. Such a construction method and structure can easily perform positioning adjustment by screwing back and forth of the reference separator 2. Although not shown, the reference separator 2 may be inserted into a through-hole penetrating the mold body 81 of the fixing bracket 8 so as to be fixed to the reinforcing bar 9. Alternatively, the reference separator 2 and the reinforcing bar 9 may be fixed by being sandwiched between the metal fitting body 81 and the bolt member 82. Alternatively, the reference separator 2 and the reinforcing bar 9 may be held and fixed by the metal fitting body 81. In this way, the construction method and structure for fixing the reference separator 2 to the reinforcing bar 9 without screwing it into the screw hole does not require the rod member 21 of the reference separator 2 to be a full screw, which can contribute to cost reduction.
Other configurations and operational effects are the same as those of the embodiment of FIGS.

なお、本発明は、設計変更可能であって、横端太材7は、図示の角パイプ材に限らず丸パイプ材で構成するも良い。端太保持金具セット70は、図例のようなクサビ式に限らず、保持方法及び構造は自由であって、例えば、締付金具4,40の端部に設けた雄ねじに螺合するナット部材と、ナット部材の螺進によって横端太材7に押圧される当て金具71と、を備えたものであっても良い。支持杆部材6は、図例の形状に限らず、伸縮自在で突っ張り作用を発揮できれば良い。   Note that the design of the present invention can be changed, and the thick end material 7 is not limited to the illustrated square pipe material but may be a round pipe material. The end holding bracket set 70 is not limited to the wedge type as shown in the figure, and the holding method and structure are free. For example, a nut member that is screwed into a male screw provided at the end of the fastening brackets 4 and 40 And a metal fitting 71 that is pressed against the thick-side end material 7 by the screwing of the nut member. The support rod member 6 is not limited to the shape shown in the figure, and may be stretchable and capable of exerting a stretching action.

以上のように、本発明の型枠支保工法は、コンクリート製の平坦面状のベース面G上に、コンクリート製の立ち上がり部Kを打設にて形成する型枠を支保するための型枠支保工法に於て、上記ベース面Gの立ち上がり部形成予定域Yに、水平方向のねじ孔部11が貫設された支柱部材1を配設して固着具10にて上記ベース面Gに固定すると共に、上記支柱部材1のねじ孔部11にセパレータ2の中間部を螺合させ、該セパレータ2の端部に螺合する締付金具4と上記セパレータ2にて型枠材3を起立状に挟持し、上記型枠材3の外方側において上記ベース面G上に敷き部材5を配設すると共に該型枠材3の下端部3bに上記敷き部材5の一端部5aを固着して、伸縮自在な支持杆部材6を傾斜状姿勢として、上記敷き部材5に設けたストッパ部50に上記支持杆部材6の下端部6bを当接させると共に、該支持杆部材6の上端部6aによって上記型枠材3の上縁を押圧保持するので、立ち上がり部K以外のコンクリート製のベース面Gを損傷させずに型枠を支保できる。設置及び撤去作業を容易かつ迅速に行うことが可能な型枠支保構造体を形成できる。従って、建設工期全体の短縮化に貢献できる。セパレータ2の高さ位置及び水平度を精度良く配設できる。セパレータ2の位置決めを高精度に微調整できる。型枠材3を容易かつ精度良く配設することができる。   As described above, the formwork support method of the present invention is a formwork support for supporting a formwork in which a concrete rising portion K is formed on a flat base surface G made of concrete. In the construction method, a column member 1 in which a horizontal screw hole portion 11 is provided is arranged in a rising portion formation scheduled area Y of the base surface G, and is fixed to the base surface G by a fixing tool 10. At the same time, the intermediate portion of the separator 2 is screwed into the screw hole portion 11 of the column member 1, and the mold member 3 is made upright by the clamp 2 and the separator 2 screwed to the end of the separator 2. Nipping and disposing the laying member 5 on the base surface G on the outer side of the mold member 3 and fixing one end portion 5a of the laying member 5 to the lower end portion 3b of the mold member 3, The retractable support rod member 6 is inclined, and the stopper portion 50 provided on the laying member 5 is attached to the stopper portion 50. Since the lower end portion 6b of the support rod member 6 is brought into contact with the upper edge 6a of the support rod member 6 and the upper edge of the formwork 3 is pressed and held, the concrete base surface G other than the rising portion K is used. The formwork can be supported without damaging it. It is possible to form a form support structure that can be easily and quickly installed and removed. Therefore, it can contribute to shortening the entire construction period. The height position and levelness of the separator 2 can be arranged with high accuracy. The positioning of the separator 2 can be finely adjusted with high accuracy. The mold material 3 can be easily and accurately arranged.

また、コンクリート製の平坦面状のベース面G上に、コンクリート製の立ち上がり部Kを打設にて形成する型枠を支保するための型枠支保工法に於て、上記ベース面Gの立ち上がり部形成予定域Yに予め立設した鉄筋9に固定用金具8にてセパレータ2の中間部を固定し、該セパレータ2の端部に螺合する締付金具4と上記セパレータ2にて型枠材3を起立状に挟持し、上記型枠材3の外方側において上記ベース面G上に敷き部材5を配設すると共に該型枠材3の下端部3bに上記敷き部材5の一端部5aを固着して、伸縮自在な支持杆部材6を傾斜状姿勢として、上記敷き部材5に設けたストッパ部50に上記支持杆部材6の下端部6bを当接させると共に、該支持杆部材6の上端部6aによって上記型枠材3の上縁を押圧保持するので、立ち上がり部K以外のコンクリート製のベース面Gを損傷させずに型枠を支保できる。設置及び撤去作業を容易かつ迅速に行うことが可能な型枠支保構造体を形成できる。従って、建設工期全体の短縮化に貢献できる。施工(工事)費用を軽減できる。   Further, in a formwork supporting method for supporting a formwork in which a concrete rising part K is formed on a concrete flat base surface G by placing, the rising part of the base surface G An intermediate portion of the separator 2 is fixed to a reinforcing bar 9 erected in advance in a formation area Y by a fixing bracket 8, and a mold member is formed by the clamp 2 and the separator 2 which are screwed into the end portion of the separator 2. 3 is held upright, a laying member 5 is disposed on the base surface G on the outer side of the mold member 3, and one end portion 5 a of the laying member 5 is disposed on a lower end portion 3 b of the mold member 3. And the lower end portion 6b of the support rod member 6 is brought into contact with the stopper portion 50 provided on the laying member 5, and the support rod member 6 is extended. Since the upper edge 6a presses and holds the upper edge of the formwork 3, Can 支保 formwork the concrete of the base surface G of the non-vanishing part K without damaging. It is possible to form a form support structure that can be easily and quickly installed and removed. Therefore, it can contribute to shortening the entire construction period. Construction (construction) costs can be reduced.

また、本発明の型枠支保構造体は、コンクリート製の平坦面状のベース面G上に、コンクリート製の立ち上がり部Kを打設にて形成する型枠を支保するための型枠支保構造体に於て、上記ベース面Gの立ち上がり部形成予定域Yに固着具10にて立設された支柱部材1と、該支柱部材1に設けた水平方向のねじ孔部11に中間部が螺合するセパレータ2と、該セパレータ2の端部に螺合する締付金具4と上記セパレータ2にて起立状に挟持された型枠材3と、該型枠材3の外方側において上記ベース面G上に配設されると共に一端部5aが上記型枠材3の下端部3bに固着される敷き部材5と、該敷き部材5に設けられたストッパ部50に下端部6bが当接されると共に上端部6aにて上記型枠材3の上縁を押圧保持する傾斜状姿勢の伸縮自在な支持杆部材6と、を備えたので、立ち上がり部K以外のコンクリート製のベース面Gを損傷させずに型枠を支保できる。設置及び撤去作業を容易かつ迅速に行うことができる。従って、建設工期全体の短縮化に貢献できる。セパレータ2の高さ位置及び水平度を精度良く配設できる。セパレータ2の位置決めを高精度に微調整できる。型枠材3を容易かつ精度良く配設することができる。   Further, the formwork support structure of the present invention is a formwork support structure for supporting a formwork in which a concrete rising portion K is formed on a flat base surface G made of concrete. In this case, the intermediate portion is screwed into the column member 1 erected by the fixing tool 10 in the rising region formation area Y of the base surface G and the horizontal screw hole 11 provided in the column member 1. Separator 2, fastening metal fitting 4 screwed to the end of separator 2, mold frame member 3 held upright by separator 2, and base surface on the outer side of mold member 3 The lower end 6b is brought into contact with a laying member 5 which is disposed on G and whose one end 5a is fixed to the lower end 3b of the mold member 3, and a stopper 50 provided on the laying member 5. In addition, the upper and lower end portions 6a are capable of expanding and contracting in an inclined posture that presses and holds the upper edge of the formwork 3 A member 6, since with a can 支保 formwork without damaging the concrete of the base surface G of the non-rising portion K. Installation and removal can be performed easily and quickly. Therefore, it can contribute to shortening the entire construction period. The height position and levelness of the separator 2 can be arranged with high accuracy. The positioning of the separator 2 can be finely adjusted with high accuracy. The mold material 3 can be easily and accurately arranged.

また、コンクリート製の平坦面状のベース面G上に、コンクリート製の立ち上がり部Kを打設にて形成する型枠を支保するための型枠支保構造体に於て、上記ベース面Gの立ち上がり部形成予定域Yに立設された鉄筋9に固定用金具8にて中間部が固定されたセパレータ2と、該セパレータ2の端部に螺合する締付金具4と上記セパレータ2にて起立状に挟持された型枠材3と、該型枠材3の外方側において上記ベース面G上に配設されると共に一端部5aが上記型枠材3の下端部3bに固着される敷き部材5と、該敷き部材5に設けられたストッパ部50に下端部6bが当接されると共に上端部6aにて上記型枠材3の上縁を押圧保持する傾斜状姿勢の伸縮自在な支持杆部材6と、を備えたので、立ち上がり部K以外のコンクリート製のベース面Gを損傷させずに型枠を支保できる。設置及び撤去作業を容易かつ迅速に行うことができる。従って、建設工期全体の短縮化に貢献できる。施工(工事)費用を軽減できる。   Further, in the formwork support structure for supporting the formwork that forms the concrete rising portion K by placing on the concrete flat base surface G, the rise of the base face G Standing up by the separator 2 whose intermediate portion is fixed to the reinforcing bar 9 standing in the part formation scheduled area Y by the fixing bracket 8, the fastening bracket 4 screwed to the end of the separator 2, and the separator 2 A mold member 3 sandwiched in a shape, and a floor disposed on the base surface G on the outer side of the mold member 3 and having one end portion 5a fixed to the lower end portion 3b of the mold member 3. The member 5 and a stopper 50 provided on the laying member 5 are brought into contact with the lower end 6b, and the upper end 6a presses and holds the upper edge of the formwork material 3 so as to extend and contract. Since the heel member 6 is provided, the concrete base other than the rising portion K is provided. Can 支保 formwork without damaging the surface G. Installation and removal can be performed easily and quickly. Therefore, it can contribute to shortening the entire construction period. Construction (construction) costs can be reduced.

1 支柱部材
2 セパレータ
3 型枠材
3b 下端部
4 締付金具
5 敷き部材
5a 一端部
6 支持杆部材
6a 上端部
6b 下端部
8 固定用金具
9 鉄筋
10 固着具
11 ねじ孔部
50 ストッパ部
G ベース面
K 立ち上がり部
Y 立ち上がり部形成予定域
DESCRIPTION OF SYMBOLS 1 Support | pillar member 2 Separator 3 Formwork material 3b Lower end part 4 Fastening bracket 5 Laying member 5a One end part 6 Support collar member 6a Upper end part 6b Lower end part 8 Fixing bracket 9 Reinforcing bar
10 Fastener
11 Screw hole
50 Stopper part G Base surface K Rising part Y Rising part formation planned area

Claims (4)

コンクリート製の平坦面状のベース面(G)上に、コンクリート製の立ち上がり部(K)を打設にて形成する型枠を支保するための型枠支保工法に於て、
上記ベース面(G)の立ち上がり部形成予定域(Y)に、水平方向のねじ孔部(11)が貫設された支柱部材(1)を配設して固着具(10)にて上記ベース面(G)に固定すると共に、上記支柱部材(1)のねじ孔部(11)にセパレータ(2)の中間部を螺合させ、該セパレータ(2)の端部に螺合する締付金具(4)と上記セパレータ(2)にて型枠材(3)を起立状に挟持し、上記型枠材(3)の外方側において上記ベース面(G)上に敷き部材(5)を配設すると共に該型枠材(3)の下端部(3b)に上記敷き部材(5)の一端部(5a)を固着して、伸縮自在な支持杆部材(6)を傾斜状姿勢として、上記敷き部材(5)に設けたストッパ部(50)に上記支持杆部材(6)の下端部(6b)を当接させると共に、該支持杆部材(6)の上端部(6a)によって上記型枠材(3)の上縁を押圧保持することを特徴とする型枠支保工法。
In a formwork support method for supporting a formwork in which a concrete rising portion (K) is placed on a flat base surface (G) made of concrete.
A strut member (1) having a horizontal screw hole (11) is disposed in the rising portion formation planned area (Y) of the base surface (G), and the base is formed by the fixing tool (10). Fastening fittings that are fixed to the surface (G) and screw the intermediate portion of the separator (2) into the screw hole portion (11) of the column member (1) and screw the end portion of the separator (2). (4) and the separator (2) sandwich the frame material (3) upright, and the laying member (5) is placed on the base surface (G) on the outer side of the frame material (3). At the same time, one end (5a) of the laying member (5) is fixed to the lower end (3b) of the formwork member (3), and the extendable support rod member (6) is in an inclined posture. The lower end (6b) of the support rod member (6) is brought into contact with the stopper portion (50) provided on the laying member (5), and the support rod member (6) Mold 支保 method characterized by pressing and holding the upper edge of the form member (3) by the end (6a).
コンクリート製の平坦面状のベース面(G)上に、コンクリート製の立ち上がり部(K)を打設にて形成する型枠を支保するための型枠支保工法に於て、
上記ベース面(G)の立ち上がり部形成予定域(Y)に予め立設した鉄筋(9)に固定用金具(8)にてセパレータ(2)の中間部を固定し、該セパレータ(2)の端部に螺合する締付金具(4)と上記セパレータ(2)にて型枠材(3)を起立状に挟持し、上記型枠材(3)の外方側において上記ベース面(G)上に敷き部材(5)を配設すると共に該型枠材(3)の下端部(3b)に上記敷き部材(5)の一端部(5a)を固着して、伸縮自在な支持杆部材(6)を傾斜状姿勢として、上記敷き部材(5)に設けたストッパ部(50)に上記支持杆部材(6)の下端部(6b)を当接させると共に、該支持杆部材(6)の上端部(6a)によって上記型枠材(3)の上縁を押圧保持することを特徴とする型枠支保工法。
In a formwork support method for supporting a formwork in which a concrete rising portion (K) is placed on a flat base surface (G) made of concrete.
An intermediate portion of the separator (2) is fixed to a reinforcing bar (9) that is erected in advance in a rising portion formation planned area (Y) of the base surface (G) by a fixing bracket (8), and the separator (2) A mold member (3) is held upright by a clamp (4) screwed to an end and the separator (2), and the base surface (G) is formed on the outer side of the mold member (3). ) A laying member (5) is arranged on the upper end, and one end portion (5a) of the laying member (5) is fixed to the lower end portion (3b) of the formwork member (3), so that it can be extended and contracted. (6) is inclined, and the lower end (6b) of the support rod member (6) is brought into contact with the stopper portion (50) provided on the laying member (5), and the support rod member (6). A formwork supporting method characterized by pressing and holding the upper edge of the formwork material (3) by the upper end (6a) of the formwork.
コンクリート製の平坦面状のベース面(G)上に、コンクリート製の立ち上がり部(K)を打設にて形成する型枠を支保するための型枠支保構造体に於て、
上記ベース面(G)の立ち上がり部形成予定域(Y)に固着具(10)にて立設された支柱部材(1)と、該支柱部材(1)に設けた水平方向のねじ孔部(11)に中間部が螺合するセパレータ(2)と、該セパレータ(2)の端部に螺合する締付金具(4)と上記セパレータ(2)にて起立状に挟持された型枠材(3)と、該型枠材(3)の外方側において上記ベース面(G)上に配設されると共に一端部(5a)が上記型枠材(3)の下端部(3b)に固着される敷き部材(5)と、該敷き部材(5)に設けられたストッパ部(50)に下端部(6b)が当接されると共に上端部(6a)にて上記型枠材(3)の上縁を押圧保持する傾斜状姿勢の伸縮自在な支持杆部材(6)と、を備えたことを特徴とする型枠支保構造体。
In a formwork supporting structure for supporting a formwork in which a concrete rising portion (K) is placed on a flat base surface (G) made of concrete.
The column member (1) erected by the fixing tool (10) in the rising region formation planned area (Y) of the base surface (G), and the horizontal screw hole ( 11) A separator (2) in which the intermediate portion is screwed, a clamp (4) screwed into the end of the separator (2), and a mold material clamped in an upright manner by the separator (2) (3) and an outer side of the mold member (3), which is disposed on the base surface (G) and has one end (5a) at the lower end (3b) of the mold member (3). The floor member (5) to be fixed and the stopper (50) provided on the floor member (5) are brought into contact with the lower end portion (6b) and the upper end portion (6a) is used for the above-mentioned formwork member (3). And a telescopic support rod member (6) having an inclined posture for pressing and holding the upper edge of the mold support structure.
コンクリート製の平坦面状のベース面(G)上に、コンクリート製の立ち上がり部(K)を打設にて形成する型枠を支保するための型枠支保構造体に於て、
上記ベース面(G)の立ち上がり部形成予定域(Y)に立設された鉄筋(9)に固定用金具(8)にて中間部が固定されたセパレータ(2)と、該セパレータ(2)の端部に螺合する締付金具(4)と上記セパレータ(2)にて起立状に挟持された型枠材(3)と、該型枠材(3)の外方側において上記ベース面(G)上に配設されると共に一端部(5a)が上記型枠材(3)の下端部(3b)に固着される敷き部材(5)と、該敷き部材(5)に設けられたストッパ部(50)に下端部(6b)が当接されると共に上端部(6a)にて上記型枠材(3)の上縁を押圧保持する傾斜状姿勢の伸縮自在な支持杆部材(6)と、を備えたことを特徴とする型枠支保構造体。
In a formwork supporting structure for supporting a formwork in which a concrete rising portion (K) is placed on a flat base surface (G) made of concrete.
A separator (2) having an intermediate portion fixed by a fixing bracket (8) to a reinforcing bar (9) erected in a rising portion formation planned region (Y) of the base surface (G), and the separator (2) A fastening metal fitting (4) screwed to the end of the mold, a mold member (3) held upright by the separator (2), and the base surface on the outer side of the mold member (3) (G) a laying member (5) disposed on the lower end (3b) of the mold member (3) and having one end (5a) fixed thereon, and the laying member (5). A retractable support rod member (6) having an inclined posture in which the lower end (6b) is brought into contact with the stopper (50) and the upper edge (6a) presses and holds the upper edge of the mold member (3). ), And a formwork support structure.
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JPS5789005A (en) * 1980-11-25 1982-06-03 Okabe Co Ltd Device for moving form for wall
JPS5989948U (en) * 1982-12-10 1984-06-18 ナショナル住宅産業株式会社 Fixing device for foundation formwork
JPS6427352U (en) * 1987-08-11 1989-02-16
JPH10140828A (en) * 1996-11-13 1998-05-26 Akira Fukushima Enrooting metal fitting for concrete form and method for enrooting concrete form by using the same
JP2002339567A (en) * 2001-05-14 2002-11-27 Toda Constr Co Ltd Form structure
US20160053486A1 (en) * 2013-03-27 2016-02-25 Eaa Research Engineer Pty Ltd Panel for a building structure, a building system and a building structure having the building panel

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5789005A (en) * 1980-11-25 1982-06-03 Okabe Co Ltd Device for moving form for wall
JPS5989948U (en) * 1982-12-10 1984-06-18 ナショナル住宅産業株式会社 Fixing device for foundation formwork
JPS6427352U (en) * 1987-08-11 1989-02-16
JPH10140828A (en) * 1996-11-13 1998-05-26 Akira Fukushima Enrooting metal fitting for concrete form and method for enrooting concrete form by using the same
JP2002339567A (en) * 2001-05-14 2002-11-27 Toda Constr Co Ltd Form structure
US20160053486A1 (en) * 2013-03-27 2016-02-25 Eaa Research Engineer Pty Ltd Panel for a building structure, a building system and a building structure having the building panel

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