JP2021188366A - Staircase form - Google Patents

Staircase form Download PDF

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JP2021188366A
JP2021188366A JP2020094464A JP2020094464A JP2021188366A JP 2021188366 A JP2021188366 A JP 2021188366A JP 2020094464 A JP2020094464 A JP 2020094464A JP 2020094464 A JP2020094464 A JP 2020094464A JP 2021188366 A JP2021188366 A JP 2021188366A
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formwork
riser
plate portion
rise
main body
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JP7460447B2 (en
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雄 笠井
Takeshi Kasai
直人 山田
Naoto Yamada
欣也 鈴木
Kinya Suzuki
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Asahi Kasei Homes Corp
NSP Corp
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Asahi Kasei Homes Corp
NSP Corp
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Abstract

To provide a staircase form allowing its installation to be carried out at a desired height without fixing a riser form on other forms and the like using fixtures and allowing its recycling.SOLUTION: A staircase form 1 used for constructing a concrete staircase 2 comprises: riser forms 5 provided along risers 22 of the staircase 2; and riser form support parts 6 provided on both sides of the riser form 5 supporting the riser forms 5, wherein the riser form support parts 6 are height-adjustably supported with side installed bodies (a building foundation 11 or side surface forms 3) installed or temporarily installed in a side direction of the staircase 2 so as to be positioned at either of substantially the same height of a lower end of the riser 22 (a tread surface 23 of a lower step part 21) corresponding to the riser form 5 supported with a lower end of the riser form support part 6 and a height higher than that of the lower end of the riser 22.SELECTED DRAWING: Figure 1

Description

本発明は、階段型枠に関する。 The present invention relates to a staircase formwork.

従来、建物(特に工業化住宅)の基礎の施工では、繰り返しの使用に耐えうる鋼製型枠が使用されている。一方、玄関ポーチ等の階段を有する土間コンクリートの施工では、一般的にコンパネ、垂木等からなる木製型枠が使用されている(例えば、特許文献1および2参照)。コンクリート製の階段の施工では、蹴込の型枠を地盤面から浮かせた状態に設置する必要がある。このとき、階段の型枠が木製であると、地盤面から浮かせた状態の蹴込の型枠を他の型枠に釘などの固定具で容易に固定することができるため、蹴込の型枠を所望の高さに容易に設置することができる。 Conventionally, in the construction of foundations of buildings (particularly industrialized houses), steel formwork that can withstand repeated use has been used. On the other hand, in the construction of soil concrete having stairs such as an entrance porch, a wooden formwork made of a control panel, rafters, etc. is generally used (see, for example, Patent Documents 1 and 2). When constructing concrete stairs, it is necessary to install the formwork of the riser so that it floats from the ground surface. At this time, if the formwork of the stairs is made of wood, the formwork of the riser floating from the ground surface can be easily fixed to another formwork with a fixture such as a nail. It can be easily installed at a desired height.

特開平11−125007号公報Japanese Unexamined Patent Publication No. 11-125007 特開2012−026096号公報Japanese Unexamined Patent Publication No. 2012-026096

木製型枠は、鋼製型枠と比べると劣化しやすい。また、劣化したコンクリートが付着した木製型枠は、再生利用が難しい。このため、木製型枠は、1〜数回の使用で廃棄しなければならず、産業廃棄物の増加につながるという問題がある。これに対し、鋼製型枠は、再利用できるが、他の型枠に釘などの固定具で固定することが難しいため、蹴込の型枠として所望の高さに設置することが困難である。 Wooden formwork is more prone to deterioration than steel formwork. In addition, it is difficult to recycle a wooden formwork to which deteriorated concrete is attached. For this reason, the wooden formwork must be disposed of after one to several uses, which causes an increase in industrial waste. On the other hand, the steel formwork can be reused, but it is difficult to fix it to other formwork with a fixing tool such as a nail, so it is difficult to install it at a desired height as a formwork for kicking. ..

そこで、本発明は、蹴込の型枠(蹴込型枠)を他の型枠等に固定具で固定することなく所望の高さに設置することができ、かつ再利用を可能とすることができる階段型枠を提供することを目的とする。 Therefore, according to the present invention, the kick-in formwork (kick-in formwork) can be installed at a desired height without being fixed to another formwork or the like with a fixture, and can be reused. The purpose is to provide staircase formwork.

上記目的を達成するため、本発明に係る階段型枠は、コンクリート製の階段の施工に用いられる階段型枠において、前記階段の蹴込に沿って設けられる蹴込型枠と、前記蹴込型枠の両側に設けられ、前記蹴込型枠を支持する蹴込型枠支持部と、を有し、前記蹴込型枠支持部は、前記階段の側方に設置または仮設される側方設置体に高さ位置を調整可能に支持され、前記蹴込型枠支持部の下端が支持する前記蹴込型枠に対応する前記蹴込の下端と略同じ高さ、および前記蹴込の下端よりも上側となる高さのいずれかに位置するように設置されることを特徴とする。 In order to achieve the above object, the staircase formwork according to the present invention is a staircase formwork used for construction of a concrete staircase, the riser formwork provided along the riser of the staircase and both sides of the riser formwork. The rise formwork support portion is provided in the above and has a riser formwork support portion for supporting the riser formwork, and the riser formwork support portion has a height position on a side installation body installed or temporarily installed on the side of the staircase. Adjustably supported and at approximately the same height as the lower end of the rise corresponding to the rise formwork supported by the lower end of the rise formwork support, or above the lower end of the rise. It is characterized by being installed so as to be located.

本発明では、蹴込型枠支持部は、階段の側方に設置または仮設される側方設置体に支持されることにより、蹴込型枠支持部を階段の側方に位置する建物の基礎や、階段の側方に仮設される型枠に支持させることができる。蹴込型枠は、側方設置体に支持された蹴込型枠支持部に支持されることにより、蹴込型枠を釘などの固定具で側方設置体に固定する必要が無い。そして、蹴込型枠支持部の高さ位置が調整可能であることにより、蹴込型枠を所望の高さに設置することができる。更に、蹴込型枠支持部の下端が蹴込の下端と略同じ高さ、および蹴込の下端よりも上側となる高さのいずれかに位置するように設置されることにより、蹴込型枠支持部および蹴込型枠がコンクリートに埋設されることが無い。これにより、蹴込型枠支持部および蹴込型枠の再利用を可能とすることができる。 In the present invention, the rise formwork support portion is supported by a lateral installation body installed or temporarily installed on the side of the stairs, so that the rise formwork support portion is located on the side of the stairs or the foundation of a building. It can be supported by a formwork temporarily installed on the side of the stairs. Since the rise form is supported by the rise form support portion supported by the side installation body, it is not necessary to fix the rise form to the side installation body with a fixing tool such as a nail. Since the height position of the riser formwork support portion can be adjusted, the riser formwork can be installed at a desired height. Further, by installing the riser formwork support portion so that the lower end of the riser formwork support portion is located at substantially the same height as the lower end portion of the riser or at a height above the lower end portion of the riser, the riser formwork support portion and the riser formwork support portion and the riser formwork support portion are installed. The riser formwork is never buried in concrete. This makes it possible to reuse the riser formwork support portion and the riser formwork.

また、本発明に係る階段型枠では、前記蹴込型枠支持部は、支持する前記蹴込型枠が配置される側に開口する凹状部を有し、前記凹状部の下端には、下側支持部が設けられ、前記蹴込型枠は、側端部が前記凹状部に挿入され、前記下側支持部の上に載置されてもよい。
このような構成とすることにより、蹴込型枠を釘などの固定具を用いずに蹴込型枠支持部に容易に設置することができる。
Further, in the staircase formwork according to the present invention, the riser formwork support portion has a concave portion that opens to the side where the riser formwork to be supported is arranged, and a lower support portion is provided at the lower end of the concave portion. A portion is provided, and the riser formwork may be placed on the lower support portion with a side end inserted into the concave portion.
With such a configuration, the riser formwork can be easily installed on the riser formwork support portion without using a fixing tool such as a nail.

また、本発明に係る階段型枠では、前記蹴込型枠支持部は、前記凹状部および下側支持部を有し、前記蹴込型枠を支持する支持部本体と、前記支持部本体と接続され前記側方設置体に固定される固定部と、を有し、前記固定部は、前記側方設置体と離れて配置されてもよい。
このような構成とすることにより、固定部と側方設置体とを固定する際に、固定部と側方設置体との間に互いを固定するための固定部材などを設置するスペースを確保することができる。
Further, in the staircase formwork according to the present invention, the riser formwork support portion has the concave portion and the lower support portion, and is connected to the support portion main body that supports the riser formwork and the support portion main body. It has a fixing portion fixed to the side-installed body, and the fixing portion may be arranged apart from the side-installed body.
With such a configuration, when fixing the fixed portion and the side-installed body, a space for installing a fixing member or the like for fixing each other between the fixed portion and the side-installed body is secured. be able to.

また、本発明に係る階段型枠では、前記固定部は、前記支持部本体における前記階段の段部が配列される前後方向の一方側で、下側の段部がある側となる前側に接続される第1固定部と、前記支持部本体における前記前後方向の他方側で、上側の段部がある側となる後側に接続される第2固定部と、からなり、前記第1固定部の下端は、前記支持部本体に支持される前記蹴込型枠が形成する蹴込の下端よりも上方に位置していてもよい。
このような構成とすることにより、第1固定部が下側(前側)の段部のコンクリートに埋設することがなく、階段のコンクリートが硬化した後に蹴込型枠支持部を容易に取り外すことができる。
Further, in the staircase formwork according to the present invention, the fixing portion is connected to the front side of the support portion main body, which is one side in the front-rear direction in which the step portions of the staircase are arranged, and which is the side where the lower step portion is located. The first fixing portion is composed of a first fixing portion to be formed and a second fixing portion connected to the rear side on the other side of the support portion main body in the front-rear direction, which is the side where the upper step portion is located. The lower end of the shaft may be located above the lower end of the riser formed by the riser formwork supported by the support portion main body.
With such a configuration, the first fixing portion is not embedded in the concrete of the lower (front side) step portion, and the rise formwork support portion can be easily removed after the concrete of the stairs is hardened. ..

また、本発明に係る階段型枠では、前記固定部は、前記支持部本体における前記階段の段部が配列される前後方向の一方側で、下側の段部がある側となる前側に接続される第1固定部と、前記支持部本体における前記前後方向の他方側で、上側の段部がある側となる後側に接続される第2固定部と、からなり、前記第2固定部の下端は、前記支持部本体に支持される前記蹴込型枠が形成する蹴込の上端よりも上方に位置していてもよい。
このような構成とすることにより、第2固定部がコンクリートに埋設することがなく、階段のコンクリートが硬化した後に蹴込型枠支持部を容易に取り外すことができる。
Further, in the staircase formwork according to the present invention, the fixing portion is connected to the front side of the support portion main body, which is one side in the front-rear direction in which the step portions of the staircase are arranged, and which is the side where the lower step portion is located. The second fixing portion is composed of a first fixing portion to be formed and a second fixing portion connected to the rear side on the other side of the support portion main body in the front-rear direction, which is the side where the upper step portion is located. The lower end of the shaft may be located above the upper end of the rise formed by the rise form supported by the support body.
With such a configuration, the second fixing portion is not embedded in the concrete, and the rise formwork support portion can be easily removed after the concrete of the stairs has hardened.

また、本発明に係る階段型枠では、前記階段の段部が配列される前後方向に隣り合う前記蹴込型枠支持部の間隔を所定の寸法に維持する第1間隔保持部を有していてもよい。
このような構成とすることにより、蹴込型枠支持部の間隔、すなわち蹴込型枠の間隔を容易に管理することができ、施工性がよいとともに、施工品質を向上させることができる。
Further, the staircase formwork according to the present invention has a first spacing holding portion that maintains the spacing between the riser formwork supporting portions adjacent to each other in the front-rear direction in which the stepped portions of the stairs are arranged to a predetermined dimension. May be good.
With such a configuration, the spacing between the riser formwork support portions, that is, the spacing between the riser formwork can be easily managed, and the workability can be improved and the construction quality can be improved.

また、本発明に係る階段型枠では、前記第1間隔保持部は、前記前後方向に隣り合う前記蹴込型枠支持部の一方に前記前後方向に交差する方向から挿し込まれる第1爪部と、他方に前記前後方向に交差する方向から挿し込まれる第2爪部と、を有していてもよい。
このような構成とすることにより、前後方向に隣り合う蹴込型枠支持部が前後方向に相対的に移動するように力が作用した場合でも、隣り合う蹴込型枠支持部の前後方向の間隔を一定に維持することができる。
Further, in the staircase formwork according to the present invention, the first space holding portion is a first claw portion inserted into one of the riser formwork support portions adjacent in the front-rear direction from a direction intersecting the front-rear direction. On the other hand, a second claw portion inserted from the direction intersecting the front-rear direction may be provided.
With such a configuration, even when a force is applied so that the adjacent kick-form support portions in the front-rear direction move relatively in the front-rear direction, the distance between the adjacent rise-form support portions in the front-rear direction can be increased. Can be kept constant.

また、本発明に係る階段型枠では、前記階段の段部が配列される前後方向に隣り合う前記蹴込型枠の間隔を所定の寸法に維持する第2間隔保持部を有していてもよい。
このような構成とすることにより、蹴込型枠の間隔を容易に管理することができ、施工性がよいとともに、施工品質を向上させることができる。
Further, the staircase formwork according to the present invention may have a second spacing holding portion that maintains the spacing between the riser formwork adjacent to each other in the front-rear direction in which the steps of the staircase are arranged to a predetermined dimension. ..
With such a configuration, the spacing between the riser formwork can be easily managed, the workability is good, and the work quality can be improved.

また、本発明に係る階段型枠では、前記第2間隔保持部は、前記前後方向の上側の段部がある側となる後側の端部に下方に突出する保持部突出片を有し、前記保持部突出片は、後側の前記蹴込型枠の下端から前側に突出する型枠突出片の上に載置されていてもよい。
このような構成とすることにより、保持部突出片がコンクリートに埋設されることを防止できる。また、第2間隔保持部を安定した状態に設置することができる。
Further, in the staircase formwork according to the present invention, the second spacing holding portion has a holding portion projecting piece that protrudes downward at the rear end portion on which the upper step portion in the front-rear direction is located. The holding portion projecting piece may be placed on a formwork projecting piece that projects forward from the lower end of the riser formwork on the rear side.
With such a configuration, it is possible to prevent the holding portion projecting piece from being embedded in the concrete. Further, the second interval holding portion can be installed in a stable state.

また、本発明に係る階段型枠では、前記蹴込型枠の上端部は、前記蹴込の上端よりも上側に位置し、前記第2間隔保持部は、前記前後方向の下側の段部がある側となる前側の前記蹴込型枠の上端部を前後方向から挟持する挟持部を有していてもよい。
このような構成とすることにより、挟持部がコンクリートに埋設されることを防止できる。また、第2間隔保持部を安定した状態に設置することができる。
Further, in the staircase formwork according to the present invention, the upper end portion of the riser formwork is located above the upper end portion of the riser, and the second spacing holding portion has a lower step portion in the front-rear direction. It may have a holding portion for holding the upper end portion of the riser form on the front side, which is the side, from the front-rear direction.
With such a configuration, it is possible to prevent the sandwiched portion from being embedded in concrete. Further, the second interval holding portion can be installed in a stable state.

本発明によれば、蹴込型枠を他の型枠等の側方設置体に固定具で固定することなく所望の高さに設置することができ、かつ再利用を可能とすることができる。 According to the present invention, the riser formwork can be installed at a desired height without being fixed to a side-installed body such as another formwork with a fixture, and can be reused.

本発明の実施形態による階段型枠の一例を示す斜視図である。It is a perspective view which shows an example of the staircase formwork by embodiment of this invention. 本発明の実施形態による階段の一例を示す斜視図である。It is a perspective view which shows an example of the stairs by embodiment of this invention. 本発明の実施形態による階段型枠の一例を示す他の斜視図である。It is another perspective view which shows an example of the staircase formwork by embodiment of this invention. (a)は蹴込型枠支持部の正面図、(b)は蹴込型枠支持部の側面図、(c)は蹴込型枠支持部の平面図である。(A) is a front view of the rise formwork support portion, (b) is a side view of the riser formwork support portion, and (c) is a plan view of the riser formwork support portion. 基礎に支持される蹴込型枠支持部を示す斜視図である。It is a perspective view which shows the rise formwork support part supported by a foundation. 側面型枠に支持される蹴込型枠支持部を示す斜視図である。It is a perspective view which shows the rise formwork support part supported by the side formwork. (a)は押さえ部材の正面図、(b)は押さえ部材の平面図、(c)は押さえ部材の側面図ある。(A) is a front view of the holding member, (b) is a plan view of the holding member, and (c) is a side view of the holding member. (a)は支持部間隔保持部の正面図、(b)は、支持部間隔保持部の平面図(c)は支持部間隔保持部の側面図、(d)は縮小させた状態の支持部間隔保持部の平面図である。(A) is a front view of the support portion spacing holding portion, (b) is a plan view of the support portion spacing holding portion, (c) is a side view of the support portion spacing holding portion, and (d) is a support portion in a reduced state. It is a top view of the space holding part. (a)は型枠間隔保持部の正面図、(b)は、型枠間隔保持部の平面図(c)は型枠間隔保持部の側面図、(d)は縮小させた状態の型枠間隔保持部の平面図である。(A) is a front view of the formwork spacing holding portion, (b) is a plan view of the formwork spacing holding portion, (c) is a side view of the formwork spacing holding portion, and (d) is a reduced formwork. It is a top view of the space holding part. 蹴込型枠に取り付けられた型枠間隔保持部を示す斜視図である。It is a perspective view which shows the formwork space holding part attached to the rise-in formwork. 階段の施工方法を示す斜視図である。It is a perspective view which shows the construction method of the stairs. 図11に続く階段の施工方法を示す斜視図である。It is a perspective view which shows the construction method of the stairs following FIG.

以下、本発明の実施形態による階段型枠1について、図1−図12に基づいて説明する。図1に示す本実施形態による階段型枠1は、例えば、図2に示すような建物の外部の玄関ポーチなどの階段2を施工する際に用いられる。以下の説明では、階段2の幅方向(図面の矢印Xの方向)に直交する水平方向を前後方向(図面の矢印Yの方向)とする。前後方向のうち、上側の段部21に対して下側の段部21が配置される側を前側とし、下側の段部21に対して上側の段部21が配置される側を後側とする。長尺の部材については、その部材が延びる方向を長さ方向と表記することもある。 Hereinafter, the staircase formwork 1 according to the embodiment of the present invention will be described with reference to FIGS. 1 to 12. The staircase formwork 1 according to the present embodiment shown in FIG. 1 is used, for example, when constructing a staircase 2 such as an entrance porch outside a building as shown in FIG. In the following description, the horizontal direction orthogonal to the width direction of the stairs 2 (direction of arrow X in the drawing) is defined as the front-back direction (direction of arrow Y in the drawing). In the front-rear direction, the side where the lower step 21 is arranged with respect to the upper step 21 is the front side, and the side where the upper step 21 is arranged with respect to the lower step 21 is the rear side. And. For a long member, the direction in which the member extends may be referred to as the length direction.

本実施形態の階段2は、幅方向の一方側が建物の基礎11と接触して設けられている。階段2と基礎11とは別に施工される。基礎11の側面12(以下、基礎側面12とする)は、幅方向を向く鉛直面となっている。本実施形態の階段2は、階段型枠1で施工するコンクリート部分の表面に仕上げ部が設けられる。このため、階段型枠1で施工する階段2のコンクリート部分には段鼻がなく、仕上げ部分として段鼻が設けられている。このため、蹴込22の上端部が上側の段部21の踏面23の前端部と連続している。 The staircase 2 of the present embodiment is provided so that one side in the width direction is in contact with the foundation 11 of the building. The stairs 2 and the foundation 11 are constructed separately. The side surface 12 of the foundation 11 (hereinafter referred to as the foundation side surface 12) has a vertical surface facing in the width direction. In the staircase 2 of the present embodiment, a finishing portion is provided on the surface of the concrete portion to be constructed by the staircase formwork 1. Therefore, the concrete portion of the stairs 2 constructed by the staircase formwork 1 does not have a step nose, and a step nose is provided as a finishing portion. Therefore, the upper end portion of the riser 22 is continuous with the front end portion of the tread 23 of the upper step portion 21.

図1および図3に示すように、階段型枠1は、階段2の幅方向の他方側の面に沿って配置される複数の側面型枠3と、階段2の後側の面に配置される複数の後面型枠4と、階段2の蹴込22の面に沿って配置される複数の蹴込型枠5と、蹴込型枠5をそれぞれ支持する複数の蹴込型枠支持部6と、前後方向に隣り合う蹴込型枠支持部6の間隔を一定に保つ支持部間隔保持部7(第1間隔保持部)と、前後方向に隣り合う蹴込型枠5の間隔を一定に保つ型枠間隔保持部8(第2間隔保持部)と、を有している。本実施形態の階段型枠1は、鋼製の型枠である。 As shown in FIGS. 1 and 3, the staircase formwork 1 is arranged on a plurality of side surface formwork 3 arranged along the other side surface of the staircase 2 in the width direction and on the rear surface of the staircase 2. A plurality of rear formwork 4, a plurality of riser formwork 5 arranged along the surface of the riser 22 of the stairs 2, a plurality of riser formwork support portions 6 for supporting the riser formwork 5, and a front-rear direction. Support part spacing holding part 7 (first space holding part) that keeps the distance between adjacent risen formwork support parts 6 constant, and formwork space holding part that keeps the distance between adjacent kicking formwork 5s in the front-rear direction constant. 8 (second interval holding portion) and. The staircase formwork 1 of the present embodiment is a steel formwork.

蹴込型枠支持部6は、階段2の幅方向の一方側に位置する建物の基礎11(側方設置体)に支持される蹴込型枠支持部6Aと、階段2の幅方向の他方側に仮設される側面型枠3(側方設置体)に支持される蹴込型枠支持部6Bと、から構成される。蹴込型枠支持部6Aと、蹴込型枠支持部6Bとは、同じ形状で、設置向きが異なり、幅方向に対称となる向きに設置される。支持部間隔保持部7は、蹴込型枠支持部6Aに取り付けられる支持部間隔保持部7Aと、蹴込型枠支持部6Bに取り付けられる支持部間隔保持部7Bと、から構成される。支持部間隔保持部7Aと、支持部間隔保持部7Bとは、同じ形状で、設置向きが異なり、幅方向に対称となる向きに設置される。以下では、建物の基礎11に支持される蹴込型枠支持部6Aおよび、建物の基礎11に支持される蹴込型枠支持部6Aに取り付けられる支持部間隔保持部7について詳細を説明し、側面型枠3に支持される蹴込型枠支持部Bおよび、側面型枠3に支持される蹴込型枠支持部6Bに取り付けられる支持部間隔保持部7Bについては、説明を省略する。 The rise formwork support portion 6 is located on one side of the width direction of the stairs 2 with the rise formwork support portion 6A supported by the foundation 11 (side installation body) of the building located on one side of the stairs 2. It is composed of a rise-in formwork support portion 6B supported by a temporarily installed side formwork 3 (side installation body). The rise-in formwork support portion 6A and the rise-in formwork support portion 6B have the same shape, are installed in different directions, and are installed in a direction symmetrical in the width direction. The support portion spacing holding portion 7 is composed of a support portion spacing holding portion 7A attached to the rise formwork support portion 6A and a support portion spacing holding portion 7B attached to the rise formwork support portion 6B. The support portion spacing holding portion 7A and the support portion spacing holding portion 7B have the same shape, are installed in different orientations, and are installed in a direction symmetrical in the width direction. In the following, the details of the rise formwork support portion 6A supported by the foundation 11 of the building and the support portion spacing holding portion 7 attached to the rise formwork support portion 6A supported by the foundation 11 of the building will be described, and the side type will be described. The description of the riser form support portion B supported by the frame 3 and the support portion spacing holding portion 7B attached to the riser form support portion 6B supported by the side formwork 3 will be omitted.

複数の側面型枠3は、それぞれ板状に形成され、基礎側面12と平行となり、基礎側面12と間隔をあけて前後方向に配列されている。複数の後面型枠4は、それぞれ板状に形成され、基礎側面12に直交する向きで幅方向に配列されている。配列された複数の後面型枠4は、幅方向の一方側の端部が基礎11と接触し、幅方向の他方側の端部が側面型枠3と接続されている。側面型枠3と後面型枠4とは、角部を形成するコーナー型枠41を介して接続されている。側面型枠3および後面型枠4は、それぞれサポート部材42によって地盤13に支持されている。 Each of the plurality of side formwork 3 is formed in a plate shape, is parallel to the foundation side surface 12, and is arranged in the front-rear direction at intervals from the foundation side surface 12. Each of the plurality of rear surface formwork 4 is formed in a plate shape and is arranged in the width direction in the direction orthogonal to the foundation side surface 12. In the plurality of arranged rear surface formwork 4, one end in the width direction is in contact with the foundation 11, and the other end in the width direction is connected to the side formwork 3. The side formwork 3 and the rear surface formwork 4 are connected via a corner formwork 41 forming a corner portion. The side formwork 3 and the rear surface formwork 4 are each supported by the ground 13 by the support member 42.

図1に示すように、蹴込型枠5は、蹴込形成板部51と、型枠上板部52と、型枠下板部53と、第1型枠側板部54と、第2型枠側板部55と、補強リブ56と、を有している。以下の説明では、蹴込型枠5は、型枠として蹴込22の前側に配置された姿勢であるものとする。 As shown in FIG. 1, the rise form 5 includes a rise forming plate portion 51, a formwork upper plate portion 52, a formwork lower plate portion 53, a first formwork side plate portion 54, and a second formwork side plate. It has a portion 55 and a reinforcing rib 56. In the following description, it is assumed that the riser formwork 5 is in a posture arranged on the front side of the riser 22 as a formwork.

蹴込形成板部51は、平板状の鋼板で板面が前後方向を向いて配置される。蹴込形成板部51の後面が蹴込22の面を形成する。型枠上板部52は、蹴込形成板部51の上縁部全体から前側に突出している。型枠上板部52の前端部には、下側に延びる突出片57が設けられている。型枠下板部53は、蹴込形成板部51の下縁部全体から前側に突出している。第1型枠側板部54は、蹴込形成板部51の幅方向の一方側の縁部から前側に突出している。第2型枠側板部55は、蹴込形成板部51の幅方向の他方側の縁部から前側に突出している。補強リブ56は、蹴込形成板部51の幅方向に中間部から前側に突出している。型枠上板部52、型枠下板部53、第1型枠側板部54および第2型枠側板部55それぞれの蹴込形成板部51からの突出寸法は、同じ値に設定されている。補強リブ56の蹴込形成板部51からの突出寸法は、型枠上板部52、型枠下板部53、第1型枠側板部54および第2型枠側板部55の蹴込形成板部51からの突出寸法以下に設定されている。補強リブ56の上端部は、型枠上板部52と接続され、補強リブ56の下端部は、型枠下板部53と接続されている。 The rise-in forming plate portion 51 is a flat plate-shaped steel plate, and the plate surface is arranged so as to face the front-rear direction. The rear surface of the rise-in forming plate portion 51 forms the surface of the rise-in 22. The formwork upper plate portion 52 projects forward from the entire upper edge portion of the rise forming plate portion 51. A protruding piece 57 extending downward is provided at the front end portion of the formwork upper plate portion 52. The formwork lower plate portion 53 projects forward from the entire lower edge portion of the rise forming plate portion 51. The first formwork side plate portion 54 projects forward from one edge portion in the width direction of the rise forming plate portion 51. The second formwork side plate portion 55 projects forward from the other side edge portion in the width direction of the rise forming plate portion 51. The reinforcing rib 56 projects forward from the intermediate portion in the width direction of the rise forming plate portion 51. The protrusion dimensions from the rise-forming plate portion 51 of each of the formwork upper plate portion 52, the formwork lower plate portion 53, the first formwork side plate portion 54, and the second formwork side plate portion 55 are set to the same value. The protrusion dimension of the reinforcing rib 56 from the rise-forming plate portion 51 is the rise-forming plate portion 51 of the formwork upper plate portion 52, the formwork lower plate portion 53, the first formwork side plate portion 54 and the second formwork side plate portion 55. It is set to be less than or equal to the protrusion dimension from. The upper end portion of the reinforcing rib 56 is connected to the formwork upper plate portion 52, and the lower end portion of the reinforcing rib 56 is connected to the formwork lower plate portion 53.

蹴込型枠5は、1つの段部21の蹴込22(図2参照)に対して1枚のみ設けられていてもよいし、1つの段部21の蹴込22に対して幅方向に複数配列されて設けられていてもよい。蹴込型枠5は、幅方向に複数配列される場合には、隣り合う蹴込型枠5同士が連結される。蹴込型枠5の高さ寸法は、蹴込22の高さ寸法よりも大きく設定されている。蹴込型枠5は、下端部が蹴込22の下端22aの高さ、すなわち下側の段部21の踏面23の高さとなるように設置される。このため、蹴込型枠5の上部側は、蹴込22の上端部、すなわち上側の段部21の踏面23のよりも上側に配置される。 Only one riser formwork 5 may be provided for the riser 22 of one step portion 21 (see FIG. 2), or a plurality of riser formwork 5s are arranged in the width direction with respect to the riser 22 of one step portion 21. It may be provided. When a plurality of kick-in formwork 5s are arranged in the width direction, adjacent kick-in formwork 5s are connected to each other. The height dimension of the riser form 5 is set to be larger than the height dimension of the riser 22. The riser formwork 5 is installed so that the lower end thereof is at the height of the lower end 22a of the riser 22, that is, the height of the tread 23 of the lower step portion 21. Therefore, the upper side of the riser formwork 5 is arranged above the upper end portion of the riser 22, that is, above the tread 23 of the upper step portion 21.

図4−図6に示すように、蹴込型枠支持部6は、本体部61と、取付部62と、を有している。図4に示すように、本体部61は、蹴込型枠5(図1参照)を取り付ける本体溝部63(凹状部)を有している。取付部62は、本体部61と連結され建物の基礎11または側面型枠3に支持される。取付部62は、階段2の側部に位置する建物の基礎11または側面型枠3に載置されたり固定されたりすることで建物の基礎11または側面型枠3に支持される。 As shown in FIGS. 4 to 6, the rise formwork support portion 6 has a main body portion 61 and a mounting portion 62. As shown in FIG. 4, the main body portion 61 has a main body groove portion 63 (concave portion) to which the riser formwork 5 (see FIG. 1) is attached. The mounting portion 62 is connected to the main body portion 61 and is supported by the foundation 11 or the side formwork 3 of the building. The mounting portion 62 is supported by the building foundation 11 or the side formwork 3 by being placed on or fixed to the building foundation 11 or the side formwork 3 located on the side of the stairs 2.

本体部61は、薄鋼板などの鋼板を加工した断面形状がハット形の長尺の部材で上下方向に延びる向きに配置される。本体溝部63は、上下方向に延びて幅方向の一方側に開口している。本体部61は、本体外板部611と、第1本体側板部612と、第2本体側板部613と、本体下板部614(下側支持部)と、第1本体鍔板部615と、第2本体鍔板部616と、を有している。本体部61における、本体外板部611、第1本体側板部612、第2本体側板部613および本体下板部614(下側支持部)は、蹴込型枠5を支持する支持部本体64を構成し、第1本体鍔板部615および第2本体鍔板部616は、蹴込型枠支持部6を建物の基礎11または側面型枠3に固定するための固定部65を構成している。 The main body 61 is a long hat-shaped member formed by processing a steel plate such as a thin steel plate, and is arranged in a direction extending in the vertical direction. The main body groove portion 63 extends in the vertical direction and opens on one side in the width direction. The main body portion 61 includes a main body outer plate portion 611, a first main body side plate portion 612, a second main body side plate portion 613, a main body lower plate portion 614 (lower support portion), and a first main body flange plate portion 615. It has a second main body flange plate portion 616. In the main body 61, the main body outer plate portion 611, the first main body side plate portion 612, the second main body side plate portion 613, and the main body lower plate portion 614 (lower support portion) form the support portion main body 64 that supports the rise formwork 5. The first main body flange plate portion 615 and the second main body flange plate portion 616 constitute a fixing portion 65 for fixing the rise formwork support portion 6 to the foundation 11 or the side formwork 3 of the building.

本体外板部611は、板面が長尺の矩形となる平板状に形成されている。本体外板部611は、板面が幅方向を向く向きに配置される。第1本体側板部612および第2本体側板部613は、互いに同じ形状に形成されている。第1本体側板部612および第2本体側板部613は、板面が長尺の矩形となる平板状に形成されている。第1本体側板部612および第2本体側板部613は、長さ寸法(上下方向の寸法)が本体外板部611の長さ寸法と同じ値である。第1本体側板部612は、本体外板部611の前縁部から幅方向の他方に突出している。第2本体側板部613は、本体外板部611の後縁部から幅方向の他方に突出している。本体外板部611、第1本体側板部612および第2本体側板部613で囲まれた空部が本体溝部63となっている。本体下板部614は、平板状に形成され、板面が水平面となる向きで本体溝部63の下端部に設けられている、本体下板部614の縁部は、本体外板部611、第1本体側板部612および第2本体側板部613それぞれの下縁部と接続されている。 The outer plate portion 611 of the main body is formed in a flat plate shape having a long rectangular plate surface. The main body outer plate portion 611 is arranged so that the plate surface faces the width direction. The first main body side plate portion 612 and the second main body side plate portion 613 are formed in the same shape as each other. The first main body side plate portion 612 and the second main body side plate portion 613 are formed in a flat plate shape having a long rectangular plate surface. The length dimension (vertical dimension) of the first main body side plate portion 612 and the second main body side plate portion 613 is the same as the length dimension of the main body outer plate portion 611. The first main body side plate portion 612 protrudes from the leading edge portion of the main body outer plate portion 611 to the other side in the width direction. The second main body side plate portion 613 projects from the trailing edge portion of the main body outer plate portion 611 to the other side in the width direction. The empty portion surrounded by the main body outer plate portion 611, the first main body side plate portion 612, and the second main body side plate portion 613 is the main body groove portion 63. The lower plate portion 614 of the main body is formed in a flat plate shape and is provided at the lower end portion of the groove portion 63 of the main body so that the plate surface is horizontal. It is connected to the lower edge portion of each of the 1 main body side plate portion 612 and the 2nd main body side plate portion 613.

本体溝部63には、蹴込型枠5の側端部が挿入される。本体溝部63の溝幅は、蹴込型枠5の厚さ寸法(前後方向の寸法)と略同じ寸法となっている。蹴込型枠5は、幅方向両側の側端部が本体溝部63に挿入されて、本体下板部614に載置された状態に設置される。本体溝部63は、蹴込型枠5の高さ寸法よりも長く形成されている。 The side end portion of the riser form 5 is inserted into the main body groove portion 63. The groove width of the main body groove portion 63 is substantially the same as the thickness dimension (dimension in the front-rear direction) of the riser formwork 5. The rise-in form 5 is installed in a state where the side end portions on both sides in the width direction are inserted into the main body groove portion 63 and placed on the main body lower plate portion 614. The main body groove portion 63 is formed to be longer than the height dimension of the riser form 5.

第1本体鍔板部615は、板面が長尺の矩形となる平板状に形成されている。第1本体鍔板部615は、本体外板部611、第1本体側板部612および第2本体側板部613よりも長さ方向の寸法が小さく形成されている。第1本体鍔板部615は、第1本体側板部612の先端部(幅方向の他方側の縁部)から前側に突出している。第1本体鍔板部615の上端部は、第1本体側板部612の上端部と同じ高さに位置している。1本体鍔板部615の下端部は、第1本体側板部612の下端部よりも上側に位置している。すなわち、1本体鍔板部615の下端部は、本体下板部614よりも上側に配置されている。 The first main body flange plate portion 615 is formed in a flat plate shape having a long rectangular plate surface. The first main body flange plate portion 615 is formed to have a smaller dimension in the length direction than the main body outer plate portion 611, the first main body side plate portion 612, and the second main body side plate portion 613. The first main body flange plate portion 615 projects forward from the tip end portion (the other edge portion in the width direction) of the first main body side plate portion 612. The upper end portion of the first main body flange plate portion 615 is located at the same height as the upper end portion of the first main body side plate portion 612. The lower end portion of the main body flange plate portion 615 is located above the lower end portion of the first main body side plate portion 612. That is, the lower end portion of the flange plate portion 615 of the main body is arranged above the lower plate portion 614 of the main body.

第2本体鍔板部616は、板面が長尺の矩形となる平板状に形成されている。第2本体鍔板部616は、長さ方向(上下方向)の寸法が第1本体鍔板部615の長さ寸法よりも小さく、前後方向の寸法が第1本体鍔板部615の前後方向の寸法と同じ値に設定されている。第2本体鍔板部616は、第2本体側板部613の先端部(幅方向の他方側の縁部)から後側に突出している。第2本体鍔板部616の上端部は、第2本体側板部613の上端部と同じ高さに位置している。第2本体鍔板部616の下端部は、第2本体側板部613の下端部よりも上側に位置している。すなわち、第2本体鍔板部616の下端部は、本体下板部614よりも上側に配置されている。第2本体鍔板部616の下端部は、蹴込型枠支持部6が支持する蹴込型枠5が形成する蹴込22の上端部の高さ(踏面の高さ)よりも上側に位置している。 The second main body flange plate portion 616 is formed in a flat plate shape having a long rectangular plate surface. The length direction (vertical direction) of the second main body flange plate portion 616 is smaller than the length dimension of the first main body flange plate portion 615, and the front-rear direction dimension is the front-rear direction of the first main body flange plate portion 615. It is set to the same value as the dimension. The second main body flange plate portion 616 projects rearward from the tip end portion (the other edge portion in the width direction) of the second main body side plate portion 613. The upper end portion of the second main body flange plate portion 616 is located at the same height as the upper end portion of the second main body side plate portion 613. The lower end portion of the second main body flange plate portion 616 is located above the lower end portion of the second main body side plate portion 613. That is, the lower end portion of the second main body flange plate portion 616 is arranged above the main body lower plate portion 614. The lower end portion of the second main body flange plate portion 616 is located above the height (tread height) of the upper end portion of the riser 22 formed by the riser formwork 5 supported by the riser formwork support portion 6. ..

第1本体鍔板部615には、それぞれ上下方向に延びて、板面を貫通する第1スリット661および第2スリット662が形成されている。第1スリット661と第2スリット662とは前後方向に間隔をあけて配置され、第1スリット661が第2スリット662よりも前側に配置されている。第1スリット661および第2スリット662は、第1本体鍔板部615にそれぞれ上下方向に間隔をあけて2つ形成されている。第2本体鍔板部616には、それぞれ上下方向に延びて、板面を貫通する第3スリット663および第4スリット664が形成されている。第3スリット663と第4スリット664とは前後方向に間隔をあけて配置され、第3スリット663が第4スリット664よりも後側に配置されている。第3スリット663および第4スリット664は、第2本体鍔板部616にそれぞれ上下方向に間隔をあけて3つ形成されている。 The first main body flange plate portion 615 is formed with a first slit 661 and a second slit 662 extending in the vertical direction and penetrating the plate surface, respectively. The first slit 661 and the second slit 662 are arranged at intervals in the front-rear direction, and the first slit 661 is arranged in front of the second slit 662. Two first slits 661 and two second slits 662 are formed on the flange plate portion 615 of the first main body at intervals in the vertical direction. The second main body flange plate portion 616 is formed with a third slit 663 and a fourth slit 664, which extend in the vertical direction and penetrate the plate surface, respectively. The third slit 663 and the fourth slit 664 are arranged at intervals in the front-rear direction, and the third slit 663 is arranged behind the fourth slit 664. Three third slits 663 and four fourth slits 664 are formed in the flange plate portion 616 of the second main body at intervals in the vertical direction.

取付部62は、本体部61に接続される本体接続部621と、建物の基礎11または側面型枠3に支持される側方設置体支持部622と、を有している。本体接続部621は、断面形状がハット形で上下方向に延びる向きに配置される。本体接続部621は、接続外板部623と、第1接続側板部624と、第2接続側板部625と、第1接続鍔板部626と、第2接続鍔板部627と、を有している。接続外板部623は、板面が長尺の矩形となる平板状に形成されている。接続外板部623は、板面が幅方向を向く向きに配置される。第1接続側板部624および第2接続側板部625は、互いに同じ形状に形成されている。第1接続側板部624および第2接続側板部625は、板面が長尺の矩形となる平板状に形成されている。第1接続側板部624は、接続外板部623の前縁部から幅方向の他方に突出している。第2接続側板部625は、接続外板部623の後縁部から幅方向の他方に突出している。 The mounting portion 62 has a main body connecting portion 621 connected to the main body portion 61, and a side installation body supporting portion 622 supported by the foundation 11 of the building or the side formwork 3. The main body connection portion 621 is arranged so that the cross-sectional shape is a hat shape and extends in the vertical direction. The main body connection portion 621 has a connection outer plate portion 623, a first connection side plate portion 624, a second connection side plate portion 625, a first connection flange plate portion 626, and a second connection flange plate portion 627. ing. The connecting outer plate portion 623 is formed in a flat plate shape having a long rectangular plate surface. The connection outer plate portion 623 is arranged so that the plate surface faces the width direction. The first connection side plate portion 624 and the second connection side plate portion 625 are formed in the same shape as each other. The first connection side plate portion 624 and the second connection side plate portion 625 are formed in a flat plate shape having a long rectangular plate surface. The first connection side plate portion 624 projects from the leading edge portion of the connection outer plate portion 623 to the other side in the width direction. The second connection side plate portion 625 projects from the trailing edge portion of the connection outer plate portion 623 to the other side in the width direction.

第1接続側板部624、第2接続側板部625、第1接続鍔板部626および第2接続鍔板部627は、長さ寸法(上下方向の寸法)が同じである。接続外板部623は、第1接続側板部624、第2接続側板部625、第1接続鍔板部626および第2接続鍔板部627よりも長い。第1接続側板部624、第2接続側板部625、第1接続鍔板部626および第2接続鍔板部627は、それぞれの上端部が同じ高さに位置し、第1接続側板部624が他の板部よりも下側に突出している。本体接続部621には、接続外板部623、第1接続側板部624および第2接続側板部625で囲まれた接続溝部628が形成されている。接続溝部628は、本体部61の本体外板部611、第1本体側板部612および第2本体側板部613を嵌め込み可能な寸法に設定されている。 The first connection side plate portion 624, the second connection side plate portion 625, the first connection flange plate portion 626, and the second connection flange plate portion 627 have the same length dimension (vertical dimension). The connection outer plate portion 623 is longer than the first connection side plate portion 624, the second connection side plate portion 625, the first connection flange plate portion 626, and the second connection flange plate portion 627. The upper ends of the first connection side plate portion 624, the second connection side plate portion 625, the first connection flange plate portion 626 and the second connection flange plate portion 627 are located at the same height, and the first connection side plate portion 624 is located. It protrudes below the other plates. The main body connection portion 621 is formed with a connection groove portion 628 surrounded by a connection outer plate portion 623, a first connection side plate portion 624, and a second connection side plate portion 625. The connection groove portion 628 is set to a size in which the main body outer plate portion 611, the first main body side plate portion 612, and the second main body side plate portion 613 of the main body portion 61 can be fitted.

第1接続鍔板部626および第2接続鍔板部627は、互いに同じ形状に形成されている。第1接続鍔板部626および第2接続鍔板部627は、板面が長尺の矩形となる平板状に形成されている。第1接続鍔板部626は、第1接続側板部624の先端部(幅方向の他方側の縁部)から前側に突出している。第2接続鍔板部627は、第2接続側板部625の先端部(幅方向の他方側の縁部)から後側に突出している。第1接続鍔板部626には、板面を貫通する孔部の縁部から幅方向の一方側に突出する筒状の第1接続雌ねじ部626aが接続されている。第2接続鍔板部627には、板面を貫通する孔部の縁部から幅方向の一方側に突出する筒状の第2接続雌ねじ部627aが接続されている。本実施形態の取付部62は、第1接続雌ねじ部626aおよび第2接続雌ねじ部627aがそれぞれ上下方向に間隔をあけて2つずつ設けられている。 The first connecting flange plate portion 626 and the second connecting flange plate portion 627 are formed in the same shape with each other. The first connecting flange plate portion 626 and the second connecting flange plate portion 627 are formed in a flat plate shape having a long rectangular plate surface. The first connecting flange plate portion 626 projects forward from the tip end portion (the other edge portion in the width direction) of the first connecting side plate portion 624. The second connecting flange plate portion 627 projects rearward from the tip portion (the other edge portion in the width direction) of the second connecting side plate portion 625. A cylindrical first connecting female threaded portion 626a projecting from the edge of the hole penetrating the plate surface to one side in the width direction is connected to the first connecting flange plate portion 626. A cylindrical second connecting female threaded portion 627a projecting from the edge of the hole penetrating the plate surface to one side in the width direction is connected to the second connecting flange plate portion 627. The mounting portion 62 of the present embodiment is provided with two first connecting female threaded portions 626a and two second connecting female threaded portions 627a at intervals in the vertical direction.

側方設置体支持部622は、平板状に形成され、板面が水平面となる向きで本体接続部621の下縁部から幅方向の一方側(本体接続部621から第1接続側板部624、第2接続側板部625が突出する側と反対側)に突出している。側方設置体支持部622は、建物の基礎11の上面または側面型枠3の上面に載置される。 The side-installed body support portion 622 is formed in a flat plate shape, and one side in the width direction from the lower edge portion of the main body connection portion 621 in the direction in which the plate surface is a horizontal plane (main body connection portion 621 to the first connection side plate portion 624, The second connection side plate portion 625 protrudes to the side opposite to the protruding side). The side-installed body support portion 622 is placed on the upper surface of the foundation 11 of the building or the upper surface of the side formwork 3.

取付部62は、本体部61よりも上下方向の寸法が小さく設定されている。取付部62は、本体部61における上部側の幅方向の一方側に重なって配置される。本体溝部63には、本体部61の本体外板部611、第1本体側板部612および第2本体側板部613が嵌め込まれる。接続外板部623は、本体外板部611の幅方向の一方側に重なって配置される。第1接続側板部624は、第1本体側板部612の前側に重なって配置される。第2接続側板部625は、第2本体側板部613の後側に重なって配置される。第1接続鍔板部626は、第1本体鍔板部615の幅方向の一方側に重なって配置される。第2接続鍔板部627は、第2本体鍔板部616の幅方向の一方側に重なって配置される。側方設置体支持部622は、幅方向の一方側すなわち本体部61と離れる側に突出している。 The mounting portion 62 is set to have a smaller vertical dimension than the main body portion 61. The mounting portion 62 is arranged so as to overlap with one side in the width direction of the upper side of the main body portion 61. The main body outer plate portion 611, the first main body side plate portion 612, and the second main body side plate portion 613 of the main body portion 61 are fitted into the main body groove portion 63. The connection outer plate portion 623 is arranged so as to overlap with one side in the width direction of the main body outer plate portion 611. The first connection side plate portion 624 is arranged so as to overlap the front side of the first main body side plate portion 612. The second connection side plate portion 625 is arranged so as to overlap the rear side of the second main body side plate portion 613. The first connecting flange plate portion 626 is arranged so as to overlap with one side in the width direction of the first main body flange plate portion 615. The second connecting flange plate portion 627 is arranged so as to overlap with one side in the width direction of the second main body flange plate portion 616. The side-installed body support portion 622 projects on one side in the width direction, that is, on the side away from the main body portion 61.

取付部62と本体部61とが上記のように重なると、第1接続鍔板部626の一番上側の第1スリット661と第1接続鍔板部626の第1接続雌ねじ部626aとが重なって配置され、第2本体鍔板部616の一番上側の第3スリット663と第2接続鍔板部627の第2接続雌ねじ部627aとが重なって配置される。幅方向の他方側から第1スリット661に挿通されたネジ671を第1接続雌ねじ部626aに締結し、幅方向の他方側から第3スリット663に挿通されたネジ672を第2接続雌ねじ部627aに締結することで、取付部62と本体部61とを固定することができる。 When the mounting portion 62 and the main body portion 61 overlap as described above, the uppermost first slit 661 of the first connecting flange plate portion 626 and the first connecting female screw portion 626a of the first connecting flange plate portion 626 overlap. The third slit 663 on the uppermost side of the second main body flange plate portion 616 and the second connection female screw portion 627a of the second connection flange plate portion 627 are arranged so as to overlap each other. The screw 671 inserted into the first slit 661 from the other side in the width direction is fastened to the first connection female thread portion 626a, and the screw 672 inserted into the third slit 663 from the other side in the width direction is fastened to the second connection female thread portion 627a. By fastening to, the mounting portion 62 and the main body portion 61 can be fixed.

本体部61と取付部62とは、ネジ671,672が締結されていない状態で、第1スリット661および第3スリット663の上下方向の長さ範囲で、互いに固定される高さを調整可能に構成されている。本体部61と取付部62との高さ調整では、本体部61の本体下板部614の上面が蹴込型枠5の下端部の高さとなり、取付部62の側方設置体支持部622の下面が建物の基礎11の上面または側面型枠3の上面の高さとなるように調整する。本体部61と取付部62との高さを調整した後に、ネジ671,672を締結する。 The height of the main body 61 and the mounting 62 fixed to each other can be adjusted within the vertical length range of the first slit 661 and the third slit 663 in a state where the screws 671 and 672 are not fastened. It is configured. In the height adjustment between the main body portion 61 and the mounting portion 62, the upper surface of the main body lower plate portion 614 of the main body portion 61 becomes the height of the lower end portion of the rise formwork 5, and the side mounting body support portion 622 of the mounting portion 62 Adjust so that the lower surface is the height of the upper surface of the foundation 11 of the building or the upper surface of the side formwork 3. After adjusting the height of the main body portion 61 and the mounting portion 62, the screws 671 and 672 are fastened.

図5に示すように、側方設置体支持部622は、建物の基礎11に取り付けられる場合は、その下面が建物の基礎11の上面に接触した状態で、押さえ部材9によって上側から基礎11に押しつけられている。図5および図7に示すように、押さえ部材9は、断面形状がL字形の部材で、L字形の一方の辺となる第1押さえ板部91と、他方の片となる第2押さえ板部92と、を有している。第1押さえ板部91および第2押さえ板部92は、それぞれ長尺の平板状に形成されている。押さえ部材9は、鋼板をL字形に曲げて形成されていてもよい。第1押さえ板部91には、長さ方向に延びる第1押さえ板スリット93が形成されている。第2押さえ板部92には、長さ方向に延びる第2押さえ板スリット94が形成されている。押さえ部材9の角部95から第1押さえ板スリット93までの寸法と、押さえ部材9の角部95から第2押さえ板スリット94までの寸法とは、異なっている。 As shown in FIG. 5, when the side-installed body support portion 622 is attached to the foundation 11 of the building, the lower surface thereof is in contact with the upper surface of the foundation 11 of the building, and the holding member 9 is used to move the support portion 622 from the upper side to the foundation 11. It is being pressed. As shown in FIGS. 5 and 7, the pressing member 9 is a member having an L-shaped cross section, and has a first pressing plate portion 91 which is one side of the L-shape and a second pressing plate portion which is the other piece. It has 92 and. The first holding plate portion 91 and the second holding plate portion 92 are each formed in the shape of a long flat plate. The pressing member 9 may be formed by bending a steel plate into an L shape. The first holding plate portion 91 is formed with a first holding plate slit 93 extending in the length direction. The second pressing plate portion 92 is formed with a second pressing plate slit 94 extending in the length direction. The dimensions from the corner portion 95 of the pressing member 9 to the first pressing plate slit 93 and the dimensions from the corner portion 95 of the pressing member 9 to the second pressing plate slit 94 are different.

押さえ部材9は、第1押さえ板部91および第2押さえ板部92のいずれかが、基礎11の上面に載置された側方設置体支持部622の上に重なって載置される。図5に示すように、側方設置体支持部622の上に第1押さえ板部91が重なって載置されたとすると、第1押さえ板部91の第1押さえ板スリット93に基礎11のアンカーボルト111を挿通させ、アンカーボルト111にナットを締結する。これにより、押さえ部材9の位置が固定されるとともに、側方設置体支持部622が第1押さえ板部91と基礎11の上面とに挟持され、蹴込型枠支持部6が基礎11に固定される。アンカーボルト111の位置に合わせて、押さえ部材9の第1押さえ板部91および第2押さえ板部92のどちらで側方設置体支持部622を押さえるかを選択する。なお、図6に示すように、蹴込型枠支持部6を側面型枠3に支持させる場合は、側方設置体支持部622を側面型枠3の上板部31の上面に載置し、側方設置体支持部622と側面型枠3の上板部31とをクランプ96などで挟持する。 In the pressing member 9, either the first pressing plate portion 91 or the second pressing plate portion 92 is placed so as to overlap with the side-installed body support portion 622 mounted on the upper surface of the foundation 11. As shown in FIG. 5, assuming that the first holding plate portion 91 is placed on top of the side-installed body support portion 622, the anchor of the foundation 11 is placed in the first holding plate slit 93 of the first holding plate portion 91. Insert the bolt 111 and fasten the nut to the anchor bolt 111. As a result, the position of the holding member 9 is fixed, the side installation body support portion 622 is sandwiched between the first holding plate portion 91 and the upper surface of the foundation 11, and the rise formwork support portion 6 is fixed to the foundation 11. The formwork. Depending on the position of the anchor bolt 111, it is selected whether to hold the side-installed body support portion 622 with the first holding plate portion 91 or the second holding plate portion 92 of the holding member 9. As shown in FIG. 6, when the riser formwork support portion 6 is supported by the side formwork 3, the side-installed body support portion 622 is placed on the upper surface of the upper plate portion 31 of the side formwork 3. The side-installed body support portion 622 and the upper plate portion 31 of the side formwork 3 are sandwiched by a clamp 96 or the like.

図8に示すように、支持部間隔保持部7は、第1支持部側部材71と、第2支持部側部材72と、連結部材73と、を有している。第1支持部側部材71は、前後方向に間隔をあけて配置された2つの蹴込型枠支持部6の一方に取り付けられる。第2支持部側部材72は、前後方向に間隔をあけて配置された2つの蹴込型枠支持部6の他方に取り付けられる。連結部材73は、第1支持部側部材71と第2支持部側部材72とを連結する。第1支持部側部材71と第2支持部側部材72とは、同じ形状に形成されている。本実施形態では、第1支持部側部材71が前側の蹴込型枠支持部6に取り付けられ、第2支持部側部材72が後側の蹴込型枠支持部6に取り付けられる。 As shown in FIG. 8, the support portion spacing holding portion 7 has a first support portion side member 71, a second support portion side member 72, and a connecting member 73. The first support portion side member 71 is attached to one of two rise form support portions 6 arranged at intervals in the front-rear direction. The second support portion side member 72 is attached to the other of the two rise form support portions 6 arranged at intervals in the front-rear direction. The connecting member 73 connects the first support portion side member 71 and the second support portion side member 72. The first support portion side member 71 and the second support portion side member 72 are formed in the same shape. In the present embodiment, the first support portion side member 71 is attached to the front kick form support portion 6, and the second support portion side member 72 is attached to the rear rise form support portion 6.

第1支持部側部材71は、第1連結板部711と、第1爪部712と、を有している。第1連結板部711は、平板状に形成され、板面が幅方向を向くように配置される。第1爪部712は、平板状に形成され板面が前後方向を向き、第1連結板部711の前縁部から幅方向の一方側に突出している。第1連結板部711は、前側に位置する爪部接続部分713が後側に位置する連結部分714よりも上下方向に小さく形成されている。第1連結板部711の連結部分714には、板面を貫通する孔部の縁部から幅方向の一方側に突出する筒状の第1支持部間隔保持雌ねじ部715が接続されている。爪部接続部分713の上縁部および下縁部には、切り欠き部716が形成されている。爪部接続部分713の上縁部に形成された切り欠き部716は、上側に開口している。爪部接続部分713の下縁部に形成された切り欠き部716は、下側に開口している。第1支持部側部材71と第2支持部側部材72とは、前後方向に対称となる形状に形成されている。第2支持部側部材72における第1連結板部711、第1爪部712、第1支持部間隔保持雌ねじ部715、切り欠き部716と対応する部分を第2連結板部721、第2爪部722、第2支持部間隔保持雌ねじ部725、切り欠き部726とする。 The first support portion side member 71 has a first connecting plate portion 711 and a first claw portion 712. The first connecting plate portion 711 is formed in a flat plate shape, and is arranged so that the plate surface faces the width direction. The first claw portion 712 is formed in a flat plate shape, the plate surface faces in the front-rear direction, and the first claw portion 712 projects from the leading edge portion of the first connecting plate portion 711 to one side in the width direction. In the first connecting plate portion 711, the claw portion connecting portion 713 located on the front side is formed to be smaller in the vertical direction than the connecting portion 714 located on the rear side. To the connecting portion 714 of the first connecting plate portion 711, a cylindrical first support portion spacing holding female screw portion 715 projecting from the edge portion of the hole portion penetrating the plate surface to one side in the width direction is connected. Notches 716 are formed in the upper and lower edges of the claw connection portion 713. The notch 716 formed at the upper edge of the claw connection portion 713 is open upward. The notch 716 formed at the lower edge of the claw connection portion 713 is open downward. The first support portion side member 71 and the second support portion side member 72 are formed in a shape symmetrical in the front-rear direction. The portions corresponding to the first connecting plate portion 711, the first claw portion 712, the first support portion spacing holding female screw portion 715, and the notch portion 716 in the second support portion side member 72 are the second connecting plate portion 721 and the second claw. The portion 722, the second support portion spacing holding female screw portion 725, and the notch portion 726 are used.

連結部材73は、断面形状がC字形状の長尺の部材に形成されている。連結部材73は、前後方向に延びるように配置される。連結部材73は、第3連結板部731と、上側突出片732と、下側突出片733と、を有している。第3連結板部731は、平板状に形成され、板面が幅方を向くように配置されている。第3連結板部731には、前後方向に延びるが形成されている。上側突出片732は、第3連結板部731の上縁部から幅方向の一方側に突出している。下側突出片733は、第3連結板部731の下縁部から幅方向の一方側に突出している。連結部材73には、第3連結板部731、上側突出片732および下側突出片733に囲まれた連結部材溝部735が形成されている。 The connecting member 73 is formed of a long member having a C-shaped cross section. The connecting member 73 is arranged so as to extend in the front-rear direction. The connecting member 73 has a third connecting plate portion 731, an upper protruding piece 732, and a lower protruding piece 733. The third connecting plate portion 731 is formed in a flat plate shape, and is arranged so that the plate surface faces the width. The third connecting plate portion 731 is formed so as to extend in the front-rear direction. The upper protruding piece 732 projects from the upper edge portion of the third connecting plate portion 731 to one side in the width direction. The lower protruding piece 733 projects from the lower edge portion of the third connecting plate portion 731 to one side in the width direction. The connecting member 73 is formed with a connecting member groove portion 735 surrounded by a third connecting plate portion 731, an upper protruding piece 732, and a lower protruding piece 733.

支持部間隔保持部7は、第1支持部側部材71と第2支持部側部材72とが、前後方向に配列され、第1支持部側部材71および第2支持部側部材72の幅方向の他方側に連結部材73が重なって配置される。連結部材溝部735の内部に第1連結板部711および第2連結板部721が配置される。連結部材73は、第3連結板部731が、第1連結板部711および第2連結板部721の幅方向の他方側に重なり、上側突出片732が第1連結板部711および第2連結板部721の上に配置され、下側突出片733が第1連結板部711および第2連結板部721の下に配置される。 In the support portion spacing holding portion 7, the first support portion side member 71 and the second support portion side member 72 are arranged in the front-rear direction, and the width direction of the first support portion side member 71 and the second support portion side member 72. The connecting member 73 is arranged so as to overlap with each other on the other side of the. The first connecting plate portion 711 and the second connecting plate portion 721 are arranged inside the connecting member groove portion 735. In the connecting member 73, the third connecting plate portion 731 overlaps the other side in the width direction of the first connecting plate portion 711 and the second connecting plate portion 721, and the upper protruding piece 732 overlaps the first connecting plate portion 711 and the second connecting plate portion 711. It is arranged above the plate portion 721, and the lower protruding piece 733 is arranged below the first connecting plate portion 711 and the second connecting plate portion 721.

第1連結板部711および第2連結板部721と、第3連結板部731とが上記のように重なると、第3連結板部731の連結スリット734が第1連結板部711の第1支持部間隔保持雌ねじ部715および第2連結板部721の第2支持部間隔保持雌ねじ部725と重なって配置される。第1支持部間隔保持雌ねじ部715および第2支持部間隔保持雌ねじ部725それぞれに、幅方向の他方側から連結スリット734に挿通されたネジ741,742を締結することで、第1連結板部711および第2連結板部721が第3連結板部731と固定され、連結部材73を介して第1支持部側部材71と第2支持部側部材72とが連結される。第1支持部側部材71と第2支持部側部材72とは、連結スリット734の前後方向の長さ範囲で、互いに固定される位置を調整可能に構成されている。これにより、第1支持部側部材71の前端部の第1爪部712と、第2支持部側部材72の後端部の第2爪部722と、の間隔を調整できる。図8(a)、(b)では、第1爪部712と第2爪部722との間隔が大きい支持部間隔保持部7を示し、図8(d)では、第1爪部712と第2爪部722との間隔が小さい支持部間隔保持部7を示している。 When the first connecting plate portion 711 and the second connecting plate portion 721 and the third connecting plate portion 731 overlap as described above, the connecting slit 734 of the third connecting plate portion 731 becomes the first of the first connecting plate portion 711. It is arranged so as to overlap with the second support portion spacing holding female screw portion 725 of the support portion spacing holding female screw portion 715 and the second connecting plate portion 721. The first connecting plate portion is formed by fastening the screws 741 and 742 inserted into the connecting slit 734 from the other side in the width direction to each of the first support portion spacing holding female screw portion 715 and the second support portion spacing holding female screw portion 725. The 711 and the second connecting plate portion 721 are fixed to the third connecting plate portion 731, and the first support portion side member 71 and the second support portion side member 72 are connected via the connecting member 73. The first support portion side member 71 and the second support portion side member 72 are configured so that the positions fixed to each other can be adjusted within the length range in the front-rear direction of the connecting slit 734. Thereby, the distance between the first claw portion 712 at the front end portion of the first support portion side member 71 and the second claw portion 722 at the rear end portion of the second support portion side member 72 can be adjusted. 8 (a) and 8 (b) show the support portion spacing holding portion 7 in which the distance between the first claw portion 712 and the second claw portion 722 is large, and FIG. 8 (d) shows the first claw portion 712 and the first claw portion 722. 2 The support portion spacing holding portion 7 having a small spacing from the claw portion 722 is shown.

支持部間隔保持部7は、第1爪部712が前側に位置する蹴込型枠支持部6の第4スリット664に前側から挿入され、第2爪部722が後側に位置する蹴込型枠支持部6の第2スリット662に前側から挿入され。このようにすることで、支持部間隔保持部7は、前側に位置する蹴込型枠支持部6の第4スリット664と後側に位置する蹴込型枠支持部6の第2スリット662との間隔を一定に保つように構成されている。支持部間隔保持部7の第1爪部712と第2爪部722との間隔が、前側の蹴込型枠支持部6の第4スリット664と、後側の蹴込型枠支持部6の第2スリット662との間隔と同じ間隔となるように、第1連結板部711と第2連結板部721との位置を調整して、第1連結板部711およびと第2連結板部721に第3連結板部731と連結する。 The support portion spacing holding portion 7 is inserted from the front side into the fourth slit 664 of the rise form support portion 6 in which the first claw portion 712 is located on the front side, and the rise form support in which the second claw portion 722 is located on the rear side. It is inserted from the front side into the second slit 662 of the portion 6. By doing so, the support portion spacing holding portion 7 is the distance between the fourth slit 664 of the rise form support portion 6 located on the front side and the second slit 662 of the rise form support portion 6 located on the rear side. Is configured to keep constant. The distance between the first claw portion 712 and the second claw portion 722 of the support portion spacing holding portion 7 is the fourth slit 664 of the kick-in form support portion 6 on the front side and the second of the rise-in form support portion 6 on the rear side. The positions of the first connecting plate portion 711 and the second connecting plate portion 721 are adjusted so that the distance from the slit 662 is the same as the distance between the first connecting plate portion 711 and the second connecting plate portion 721. 3 Connects to the connecting plate portion 731.

図9、図10に示すように、型枠間隔保持部8は、第1部材81と、第2部材82と、を有している。第1部材81は、前後方向に間隔をあけて配置された2つの蹴込型枠5の前側の蹴込型枠5に固定される。第2部材82は、前後方向に間隔をあけて配置された2つの蹴込型枠支持部6の後側の蹴込型枠5に前側から接触する。 As shown in FIGS. 9 and 10, the formwork spacing holding portion 8 includes a first member 81 and a second member 82. The first member 81 is fixed to the kick-in formwork 5 on the front side of the two kick-in formwork 5 arranged at intervals in the front-rear direction. The second member 82 comes into contact with the kicking formwork 5 on the rear side of the two kicking formwork support portions 6 arranged at intervals in the front-rear direction from the front side.

第1部材81は、上板部811と、第1側板部812と、第2側板部813と、前板部814と、を有している。上板部811は、平板状に形成され、板面が水平面となるように配置される。上板部811の前側部分における幅方向の両側には、それぞれ切り欠き部818が形成されている。上板部811は、前側部分が後側部分よりも幅方向の寸法が小さい。切り欠き部818の前後方向の寸法は、蹴込型枠5の前後方向の寸法と略同じ値に設定されている。上板部811には、板面を貫通する第1スリット815および第2スリット816が形成されている。第1スリット815および第2スリット816は、前後方向に延びている。第1スリット815と第2スリット816とは、幅方向に間隔をあけて配置され、第1スリット815が第2スリット816よりも幅方向の一方側に配置されている。上板部811には、第1スリット815と第2スリット816との間に板面を貫通する2つの開口817が形成されている。 The first member 81 has an upper plate portion 811, a first side plate portion 812, a second side plate portion 813, and a front plate portion 814. The upper plate portion 811 is formed in a flat plate shape, and is arranged so that the plate surface is a horizontal plane. Notches 818 are formed on both sides of the front portion of the upper plate portion 811 in the width direction. The size of the upper plate portion 811 in the width direction is smaller in the front side portion than in the rear side portion. The dimensions of the notch portion 818 in the front-rear direction are set to substantially the same values as the dimensions of the riser form 5 in the front-rear direction. The upper plate portion 811 is formed with a first slit 815 and a second slit 816 that penetrate the plate surface. The first slit 815 and the second slit 816 extend in the front-rear direction. The first slit 815 and the second slit 816 are arranged at intervals in the width direction, and the first slit 815 is arranged on one side in the width direction with respect to the second slit 816. The upper plate portion 811 is formed with two openings 817 penetrating the plate surface between the first slit 815 and the second slit 816.

第1側板部812は、平板状に形成され、板面が幅方向を向くように配置されている。第1側板部812は、上板部811の切り欠き部818よりも後方の幅方向の一方側の縁部から下側に突出している。第2側板部813は、平板状に形成され、板面が幅方向を向くように配置されている。第2側板部813は、上板部811の切り欠き部818よりも後方の幅方向の他方側の縁部から下側に突出している。前板部814は、平板状に形成され、板面が前後方向を向くように配置されている。前板部814は、上板部811の前縁部から下側に突出している。前板部814の後面と第1側板部812および第2側板部813の前縁部との間隔は、蹴込型枠5の厚さ寸法(前後方向の寸法)と同じ値に設定されている。後述するが、前板部814の後面と第1側板部812および第2側板部813の前縁部との間には、蹴込型枠5の上端部が挿入され、前板部814と第1側板部812および第2側板部813とが蹴込型枠5の上端部を挟持するように構成されている。前板部814と第1側板部812および第2側板部813とが蹴込型枠5の上端部を挟持する構造を挟持部85とする。 The first side plate portion 812 is formed in a flat plate shape and is arranged so that the plate surface faces the width direction. The first side plate portion 812 projects downward from one edge portion in the width direction behind the cutout portion 818 of the upper plate portion 811. The second side plate portion 813 is formed in a flat plate shape, and is arranged so that the plate surface faces the width direction. The second side plate portion 813 projects downward from the other side edge portion in the width direction behind the cutout portion 818 of the upper plate portion 811. The front plate portion 814 is formed in a flat plate shape, and is arranged so that the plate surface faces the front-rear direction. The front plate portion 814 projects downward from the front edge portion of the upper plate portion 811. The distance between the rear surface of the front plate portion 814 and the front edge portions of the first side plate portion 812 and the second side plate portion 813 is set to the same value as the thickness dimension (dimension in the front-rear direction) of the rise formwork 5. As will be described later, the upper end portion of the rise form 5 is inserted between the rear surface of the front plate portion 814 and the front edge portion of the first side plate portion 812 and the second side plate portion 813, and the front plate portion 814 and the first The side plate portion 812 and the second side plate portion 813 are configured to sandwich the upper end portion of the riser formwork 5. The structure in which the front plate portion 814, the first side plate portion 812, and the second side plate portion 813 hold the upper end portion of the riser formwork 5 is referred to as a holding portion 85.

第2部材82は、上板部821と、第1側板部822と、第2側板部823と、を有している。上板部821は、平板状に形成され、板面が水平面となるように配置される。上板部821には、板面を貫通する孔部の縁部から幅方向の下側に突出する筒状の第1雌ねじ部824および第2雌ねじ部825が接続されている。第1雌ねじ部824および第2雌ねじ部825は、上板部821の前縁部近傍に設けられ、幅方向に間隔をあけて配置されている。第1雌ねじ部824と第2雌ねじ部825とは、幅方向に間隔をあけて配置され、第1雌ねじ部824が第2雌ねじ部825よりも幅方向の一方側に配置されている。上板部821には、第1雌ねじ部824よりも幅方向の他方側で、第2雌ねじ部825よりも幅方向の一方側に板面を貫通する2つの開口が幅方向に間隔をあけて形成されている。 The second member 82 has an upper plate portion 821, a first side plate portion 822, and a second side plate portion 823. The upper plate portion 821 is formed in a flat plate shape and is arranged so that the plate surface is a horizontal plane. A cylindrical first female threaded portion 824 and a second female threaded portion 825 that project downward in the width direction from the edge of the hole penetrating the plate surface are connected to the upper plate portion 821. The first female threaded portion 824 and the second female threaded portion 825 are provided in the vicinity of the leading edge portion of the upper plate portion 821, and are arranged at intervals in the width direction. The first female threaded portion 824 and the second female threaded portion 825 are arranged at intervals in the width direction, and the first female threaded portion 824 is arranged on one side in the width direction with respect to the second female threaded portion 825. In the upper plate portion 821, two openings penetrating the plate surface are spaced apart in the width direction on the other side in the width direction from the first female screw portion 824 and on one side in the width direction from the second female screw portion 825. It is formed.

第1側板部822は、平板状に形成され、板面が幅方向を向くように配置されている。第1側板部822は、上板部821の幅方向の一方側の縁部から下側に突出している。第1側板部822は、後側部分が前側部分よりも下側に突出している。第2側板部823は、平板状に形成され、板面が幅方向を向くように配置されている。第2側板部823は、上板部821の幅方向の他方側の縁部から下側に突出している。第2側板部823は、後側部分が前側部分よりも下側に突出している。第1側板部822および第2側板部823における後側部分の下側に突出している部分を保持部突出片84とする。第1側板部822および第2側板部823の後縁部は、それぞれ上下方向に直線状にのび、上板部821の後縁部と前後方向の位置が同じ位置となるように形成されている。上板部821の後縁部、第1側板部822の後縁部および第2側板部823の後縁部を合わせて型枠間隔保持部8の後縁部83とする。 The first side plate portion 822 is formed in a flat plate shape and is arranged so that the plate surface faces the width direction. The first side plate portion 822 projects downward from one edge portion in the width direction of the upper plate portion 821. The rear side portion of the first side plate portion 822 projects below the front side portion. The second side plate portion 823 is formed in a flat plate shape and is arranged so that the plate surface faces the width direction. The second side plate portion 823 projects downward from the other side edge portion in the width direction of the upper plate portion 821. The rear side portion of the second side plate portion 823 projects below the front side portion. The portion of the first side plate portion 822 and the second side plate portion 823 that projects downward from the rear side portion is referred to as a holding portion projecting piece 84. The trailing edge portions of the first side plate portion 822 and the second side plate portion 823 extend linearly in the vertical direction, respectively, and are formed so that the trailing edge portion of the upper plate portion 821 and the trailing edge portion in the front-rear direction are at the same position. .. The trailing edge portion of the upper plate portion 821, the trailing edge portion of the first side plate portion 822, and the trailing edge portion of the second side plate portion 823 are combined to form the trailing edge portion 83 of the formwork spacing holding portion 8.

型枠間隔保持部8は、第2部材82の前側部分の上に第1部材81の後側部分が重なるように配置される。第2部材82の上板部821の上に第1部材81の上板部811が重なり、第2部材82の第1側板部822の幅方向の一方側に第1部材81の第1側板部812が重なり、第2部材82の第2側板部823の幅方向の他方側に第1部材81の第2側板部813が重なる。 The formwork spacing holding portion 8 is arranged so that the rear portion of the first member 81 overlaps the front portion of the second member 82. The upper plate portion 811 of the first member 81 overlaps the upper plate portion 821 of the second member 82, and the first side plate portion of the first member 81 is on one side in the width direction of the first side plate portion 822 of the second member 82. The 812 overlaps, and the second side plate portion 813 of the first member 81 overlaps with the other side in the width direction of the second side plate portion 823 of the second member 82.

第1部材81と第2部材82とが上記のように重なると、第1部材81の第1スリット661と第2部材82の第1雌ねじ部824とが重なって配置され、第1部材81の第2スリット662と第2部材82の第2雌ねじ部825とが重なって配置される。幅方向の他方側から第1スリット661に挿通されたネジ861を第1雌ねじ部824に締結し、上側から第3スリット663に挿通されたネジ862を第2雌ねじ部825に締結することで、第1部材81と第2部材82とを固定することができる。第1部材81と第2部材82とは、第1スリット661および第2スリット662の長さ範囲で、互いに固定される位置を調整可能に構成されている。図9(a)、(b)では、前板部814と後縁部83との間隔が大きい型枠間隔保持部8を示し、図9(d)では、前板部814と後縁部83との間隔が小さい型枠間隔保持部8を示している。図9(d)では、第1部材81の後縁部と第2部材82の後縁部とが重なっている。 When the first member 81 and the second member 82 overlap as described above, the first slit 661 of the first member 81 and the first female screw portion 824 of the second member 82 are arranged so as to overlap each other, and the first member 81 The second slit 662 and the second female threaded portion 825 of the second member 82 are arranged so as to overlap each other. By fastening the screw 861 inserted through the first slit 661 from the other side in the width direction to the first female thread portion 824, and by fastening the screw 862 inserted through the third slit 663 from above to the second female thread portion 825. The first member 81 and the second member 82 can be fixed. The first member 81 and the second member 82 are configured so that the positions fixed to each other can be adjusted within the length range of the first slit 661 and the second slit 662. 9 (a) and 9 (b) show the formwork spacing holding portion 8 in which the distance between the front plate portion 814 and the trailing edge portion 83 is large, and FIG. 9 (d) shows the front plate portion 814 and the trailing edge portion 83. The formwork space holding portion 8 having a small space between the two and the formwork is shown. In FIG. 9D, the trailing edge portion of the first member 81 and the trailing edge portion of the second member 82 overlap each other.

型枠間隔保持部8は、前板部814の裏面が前側に位置する蹴込型枠5の型枠上板部52の前端部と接触した状態で、前板部814が型枠上板部52に固定され、後縁部83が後側に位置する蹴込型枠5の蹴込形成板部51の前面と接触し、第2部材82の第1側板部822および第2側板部823が型枠下板部53に載置され、第1側板部822および第2側板部823の下縁部が型枠下板部53の上面と接触する。型枠間隔保持部8を蹴込型枠5に取り付けるには、前板部814を前側に位置する型枠上板部52に固定し、第1部材81と第2部材82との前後方向の位置を調整して、第1側板部822および第2側板部823を型枠下板部53に載置するとともに、後縁部83を後側に位置する蹴込型枠5の蹴込形成板部51の前面に押し付けるようにして接触させて、第1雌ねじ部824および第1雌ねじ部824にネジ861,862を締結する。 In the formwork spacing holding portion 8, the front plate portion 814 is in contact with the front end portion of the formwork upper plate portion 52 of the riser formwork 5 in which the back surface of the front plate portion 814 is located on the front side, and the front plate portion 814 is in contact with the formwork upper plate portion 52. The trailing edge portion 83 is in contact with the front surface of the rise forming plate portion 51 of the rise formwork 5 located on the rear side, and the first side plate portion 822 and the second side plate portion 823 of the second member 82 are under the formwork. It is placed on the plate portion 53, and the lower edge portions of the first side plate portion 822 and the second side plate portion 823 come into contact with the upper surface of the formwork lower plate portion 53. In order to attach the formwork space holding portion 8 to the riser formwork 5, the front plate portion 814 is fixed to the formwork upper plate portion 52 located on the front side, and the positions of the first member 81 and the second member 82 in the front-rear direction. The first side plate portion 822 and the second side plate portion 823 are placed on the lower plate portion 53 of the formwork, and the trailing edge portion 83 is located on the rear side of the rise forming plate portion 51 of the formwork 5. The screws 861 and 862 are fastened to the first female threaded portion 824 and the first female threaded portion 824 so as to be pressed against the front surface.

次に、本実施形態による階段型枠1を用いた階段2の施工方法について説明する。
まず、図11に示すように、側面型枠3および後面型枠4を設置する。
Next, a method of constructing the stairs 2 using the staircase formwork 1 according to the present embodiment will be described.
First, as shown in FIG. 11, the side formwork 3 and the rear surface formwork 4 are installed.

続いて、蹴込型枠支持部6を基礎11および側面型枠3に設置する。本体溝部63が蹴込型枠5の側方に位置し、本体下板部614の上面が蹴込型枠5の下面の高さとなる位置に蹴込型枠支持部6を設置する。蹴込型枠支持部6を設置する工程では、蹴込型枠支持部6の取付部62を基礎11または側面型枠3に固定し、基礎11または側面型枠3に固定された取付部62に蹴込型枠支持部6の本体部61を取り付けてもよいし、取付部62に本体部61を取り付けた後に、取付部62を基礎11または側面型枠3に固定してもよい。いずれの場合も、本体部61と取付部62との高さ位置を、第1スリット661および第3スリット663(図4参照)の上下方向の長さ範囲で調整する。蹴込型枠支持部6が基礎11または側面型枠3に設置されると、蹴込型枠支持部6の第2本体鍔板部616の下端部は、構築される蹴込22の上端部の高さ(踏面の高さ)よりも上方に位置している。 Subsequently, the rise formwork support portion 6 is installed on the foundation 11 and the side formwork 3. The riser formwork support portion 6 is installed at a position where the main body groove portion 63 is located on the side of the riser formwork 5 and the upper surface of the main body lower plate portion 614 is at the height of the lower surface of the riser formwork portion 5. In the process of installing the rise-in formwork support portion 6, the attachment portion 62 of the rise-in formwork support portion 6 is fixed to the foundation 11 or the side formwork 3, and then kicked into the attachment portion 62 fixed to the foundation 11 or the side formwork 3. The main body 61 of the formwork support 6 may be attached, or the attachment 62 may be fixed to the foundation 11 or the side form 3 after the main body 61 is attached to the attachment 62. In either case, the height positions of the main body portion 61 and the mounting portion 62 are adjusted within the vertical length range of the first slit 661 and the third slit 663 (see FIG. 4). When the riser formwork support portion 6 is installed on the foundation 11 or the side formwork 3, the lower end portion of the second main body flange plate portion 616 of the riser formwork support portion 6 is the height of the upper end portion of the riser 22 to be constructed. It is located above (height of the tread).

続いて、前後方向に隣り合う蹴込型枠支持部6の間に支持部間隔保持部7を設置する。支持部間隔保持部7を隣り合う蹴込型枠支持部6の幅方向の内側(階段2が施工される側)配置し、幅方向の外側(蹴込型枠支持部6に近づく側)に移動させて、第1爪部712を前側に位置する蹴込型枠支持部6の第4スリット664に挿入し、第2爪部722を後側に位置する蹴込型枠支持部6の第2スリット662に挿入する。このとき、第1支持部側部材71および第2支持部側部材72を連結部材73に対して前後方向に相対移動可能となるようにネジ741,742がゆるんだ状態に連結する。そして、第1支持部側部材71と第2支持部側部材72との位置を調整して第1爪部712を前側に位置する蹴込型枠支持部6の第4スリット664に挿入し、第2爪部722を後側に位置する蹴込型枠支持部6の第2スリット662に挿入する。第1支持部間隔保持雌ねじ部715にネジ741を締結するとともに第2支持部間隔保持雌ねじ部725にネジ742を締結し、連結部材73を介して第1支持部側部材71と第2支持部側部材72とを固定する。これにより、前側に位置する蹴込型枠支持部6の第4スリット664と後側に位置する蹴込型枠支持部6の第2スリット662との間隔が一定に保たれ、前後方向に隣り合う蹴込型枠支持部6の間隔が一定に維持される。本実施形態では、支持部間隔保持部7の切り欠き部716(図5参照)が前側に位置する蹴込型枠支持部6の第3スリット663と重なり、切り欠き部726(図5参照)が後側に位置する蹴込型枠支持部6の第1スリット661と重なる。切り欠き部716および第3スリット663に挿通したネジで支持部間隔保持部7と前側に位置する蹴込型枠支持部6とを連結し、切り欠き部726および第1スリット661に挿通したネジで支持部間隔保持部7と後側に位置する蹴込型枠支持部6とを連結する。 Subsequently, a support portion spacing holding portion 7 is installed between the rise form support portions 6 adjacent to each other in the front-rear direction. The support portion spacing holding portions 7 are arranged inside the adjacent rise formwork support portions 6 in the width direction (the side where the stairs 2 are constructed) and moved to the outside in the width direction (the side closer to the rise formwork support portion 6). Then, the first claw portion 712 is inserted into the fourth slit 664 of the rise form support portion 6 located on the front side, and the second claw portion 722 is inserted into the second slit 662 of the rise form support portion 6 located on the rear side. insert. At this time, the first support portion side member 71 and the second support portion side member 72 are connected in a loosened state so that the screws 741 and 742 can move relative to the connecting member 73 in the front-rear direction. Then, the positions of the first support portion side member 71 and the second support portion side member 72 are adjusted, and the first claw portion 712 is inserted into the fourth slit 664 of the rise form support portion 6 located on the front side. 2 The claw portion 722 is inserted into the second slit 662 of the rise form support portion 6 located on the rear side. A screw 741 is fastened to the first support portion spacing female screw portion 715, and a screw 742 is fastened to the second support portion spacing female screw portion 725, and the first support portion side member 71 and the second support portion are fastened via the connecting member 73. The side member 72 is fixed. As a result, the distance between the fourth slit 664 of the kick-in formwork support portion 6 located on the front side and the second slit 662 of the kick-in formwork support portion 6 located on the rear side is kept constant, and the kick-in is adjacent to each other in the front-rear direction. The distance between the formwork support portions 6 is kept constant. In the present embodiment, the cutout portion 716 (see FIG. 5) of the support portion spacing holding portion 7 overlaps with the third slit 663 of the rise formwork support portion 6 located on the front side, and the cutout portion 726 (see FIG. 5) is formed. It overlaps with the first slit 661 of the rise form support portion 6 located on the rear side. A screw inserted through the notch 716 and the third slit 663 connects the support portion spacing holding portion 7 and the rise formwork support portion 6 located on the front side, and the screw inserted through the notch 726 and the first slit 661. The support portion spacing holding portion 7 and the rise form support portion 6 located on the rear side are connected to each other.

続いて、図12に示すように、蹴込型枠支持部6に蹴込型枠5を取り付ける。蹴込型枠支持部6の本体溝部63に蹴込型枠5の幅方向の端部を挿入し、蹴込型枠支持部6の本体下板部614の上に蹴込型枠5を載置する。 Subsequently, as shown in FIG. 12, the riser formwork 5 is attached to the riser formwork support portion 6. The widthwise end portion of the riser formwork 5 is inserted into the main body groove portion 63 of the riser formwork support portion 6, and the riser formwork 5 is placed on the main body lower plate portion 614 of the riser formwork support portion 6.

続いて、図1に示すように、前後方向に隣り合う蹴込型枠5の間に型枠間隔保持部8を設置する。まず、型枠間隔保持部8の第1部材81と第2部材82とを前後方向に相対移動可能となるようにネジ861,862がゆるんだ状態に連結する。そして、第1部材81の前板部814の後面と第1側板部812および第2側板部813の前縁部との間に蹴込型枠5の上端部を挿入し、前板部814と第1側板部812および第2側板部813とで蹴込型枠5の上端部を挟持する。第1部材81と第2部材82との前後方向の位置を調整して、第2部材82の第1側板部822および第2側板部823の後側部分の保持部突出片84を型枠下板部53に載置し、第2部材82の後縁部83を後側に位置する蹴込型枠5の蹴込形成板部51の前面に押し付けるように接触させる。第1部材81に対する第2部材82との位置が決定したら、第1雌ねじ部824および第2雌ねじ部825にネジ861,862を締める。これにより、前側の蹴込型枠5の型枠上板部52と、後側の蹴込型枠5の蹴込形成板部51との間隔が一定に保たれ、後方向に隣り合う蹴込型枠5の間隔が一定に維持される。 Subsequently, as shown in FIG. 1, a formwork spacing holding portion 8 is installed between the kick-in formwork 5s adjacent to each other in the front-rear direction. First, the first member 81 and the second member 82 of the formwork spacing holding portion 8 are connected in a loosened state so that the first member 81 and the second member 82 can be relatively movable in the front-rear direction. Then, the upper end portion of the rise form 5 is inserted between the rear surface of the front plate portion 814 of the first member 81 and the front edge portion of the first side plate portion 812 and the second side plate portion 813, and the front plate portion 814 and the first portion are inserted. The upper end portion of the riser form 5 is sandwiched between the first side plate portion 812 and the second side plate portion 813. By adjusting the positions of the first member 81 and the second member 82 in the front-rear direction, the holding portion projecting piece 84 of the first side plate portion 822 and the second side plate portion 823 of the second member 82 is placed under the formwork. It is placed on the plate portion 53, and the trailing edge portion 83 of the second member 82 is brought into contact with the front surface of the rise forming plate portion 51 of the rise form 5 located on the rear side. After the position of the second member 82 with respect to the first member 81 is determined, the screws 861 and 862 are fastened to the first female threaded portion 824 and the second female threaded portion 825. As a result, the distance between the formwork upper plate portion 52 of the front side riser formwork 5 and the riser forming plate portion 51 of the rear side riser formwork 5 is kept constant, and the riser formwork 5 adjacent to each other in the rear direction is maintained. The intervals are kept constant.

続いて、階段型枠1の内部にコンクリートを打設する。本実施形態では、蹴込型枠5および蹴込型枠支持部6の下端部が、対応する蹴込22の下端22a(図2参照)の高さ、すなわち対応する蹴込22の下側の段部21の踏面23の高さとなる。また、上述しているように、蹴込型枠支持部6の第2本体鍔板部616の下端部は、構築される蹴込22の上端部の高さ(上側の段部21の踏面23の高さ)よりも上方に位置している。このため、コンクリートを打設すると、蹴込型枠5の後面および蹴込型枠支持部6の第2本体側板部613の後面がコンクリートと接触し、蹴込型枠5および蹴込型枠支持部6の他の部分はコンクリートと接触せず、コンクリートに埋設されない。 Subsequently, concrete is placed inside the staircase formwork 1. In the present embodiment, the lower end portions of the riser formwork 5 and the riser formwork support portion 6 are at the height of the lower end portion 22a (see FIG. 2) of the corresponding riser 22, that is, the lower step portion 21 of the corresponding riser 22. It is the height of the tread 23. Further, as described above, the lower end portion of the second main body flange plate portion 616 of the rise form support portion 6 is the height of the upper end portion of the riser 22 to be constructed (the height of the tread 23 of the upper step portion 21). It is located above. Therefore, when concrete is placed, the rear surface of the rise form 5 and the rear surface of the second main body side plate portion 613 of the rise form support portion 6 come into contact with the concrete, and the rise form 5 and the rise form support portion 6 other than the rise form 5 and the rise form support portion 6. The part does not come into contact with the concrete and is not buried in the concrete.

続いて、コンクリートが硬化したら、階段型枠1を外す。上述しているように、階段型枠1はコンクリートに埋設されていないため、すべて外すことができる。 Then, when the concrete is hardened, the staircase formwork 1 is removed. As mentioned above, since the staircase formwork 1 is not buried in concrete, it can be completely removed.

次に、上述した本実施形態による階段型枠1の作用・効果について図面を用いて説明する。
本実施形態による階段型枠1では、蹴込型枠支持部6を階段2の側方に設置または仮設される側方設置体(建物の基礎11、側面型枠3)に支持させることができる。蹴込型枠5は、側方設置体に支持された蹴込型枠支持部6に支持されることにより、蹴込型枠5を釘などの固定具で側方設置体に固定する必要が無い。そして、蹴込型枠支持部6の高さ位置が調整可能であることにより、蹴込型枠5を所望の高さに設置することができる。更に、蹴込型枠支持部6の下端(本体下板部614)が支持する蹴込型枠5に対応する蹴込22の下端22aと略同じ高さに位置するように設置されることにより、蹴込型枠支持部6および蹴込型枠5がコンクリートに埋設されることが無い。これにより、蹴込型枠支持部6および蹴込型枠5の再利用を可能とすることができる。
Next, the operation / effect of the staircase formwork 1 according to the above-described embodiment will be described with reference to the drawings.
In the staircase formwork 1 according to the present embodiment, the riser formwork support portion 6 can be supported by a side installation body (building foundation 11, side formwork 3) installed or temporarily installed on the side of the stairs 2. Since the rise form 5 is supported by the rise form support portion 6 supported by the side installation body, it is not necessary to fix the rise form 5 to the side installation body with a fixing tool such as a nail. Since the height position of the riser formwork support portion 6 can be adjusted, the riser formwork 5 can be installed at a desired height. Further, the riser type is installed so as to be located at substantially the same height as the lower end 22a of the riser 22 corresponding to the riser formwork 5 supported by the lower end of the riser form support portion 6 (main body lower plate portion 614). The frame support portion 6 and the rise formwork 5 are not embedded in concrete. This makes it possible to reuse the riser formwork support portion 6 and the riser formwork 5.

また、本実施形態による階段型枠1では、蹴込型枠支持部6は、本体溝部63(凹状部)を有し、本体溝部63の下端には、本体下板部614(下側支持部)が設けられている。そして、蹴込型枠5は、側端部が本体溝部63に挿入され、本体下板部614の上に載置されている。このような構成とすることにより、蹴込型枠5を釘などの固定具を用いずに蹴込型枠支持部6に容易に設置することができる。 Further, in the staircase formwork 1 according to the present embodiment, the riser form support portion 6 has a main body groove portion 63 (concave portion), and the lower end of the main body groove portion 63 has a main body lower plate portion 614 (lower support portion). Is provided. The riser formwork 5 has a side end inserted into the main body groove 63 and is placed on the main body lower plate portion 614. With such a configuration, the riser formwork 5 can be easily installed on the riser formwork support portion 6 without using a fixing tool such as a nail.

また、本実施形態による階段型枠1では、蹴込型枠支持部6は、蹴込型枠5を支持する支持部本体64と、支持部本体64と接続され側方設置体に固定される固定部65と、を有している。固定部65の第1接続鍔板部626(第1固定部)および第2接続鍔板部627(第2固定部)は、側方設置体と離れて配置されている。このような構成とすることにより、第1接続鍔板部626および第2接続鍔板部627と側方設置体とを固定する際に、第1接続鍔板部626および第2接続鍔板部627と側方設置体との間に互いを固定するための固定部材などを設置するスペースを確保することができる。 Further, in the staircase formwork 1 according to the present embodiment, the riser formwork support portion 6 is a support portion main body 64 that supports the riser formwork 5 and a fixed portion that is connected to the support portion main body 64 and fixed to the side installation body. It has 65 and. The first connecting flange plate portion 626 (first fixing portion) and the second connecting flange plate portion 627 (second fixing portion) of the fixing portion 65 are arranged apart from the side installation body. With such a configuration, when fixing the first connecting flange plate portion 626 and the second connecting flange plate portion 627 to the side installation body, the first connecting flange plate portion 626 and the second connecting flange plate portion are used. It is possible to secure a space for installing a fixing member or the like for fixing each other between the 627 and the side installation body.

また、本実施形態による階段型枠1では、支持部本体64の前側にある第1接続鍔板部626の下端は、支持部本体64に支持される蹴込型枠5が形成する蹴込22の下端22aよりも上方に位置している。このような構成とすることにより、第1接続鍔板部626が下側(前側)の段部21のコンクリートに埋設することがなく、階段2のコンクリートが硬化した後に蹴込型枠支持部6を容易に取り外すことができる。 Further, in the staircase formwork 1 according to the present embodiment, the lower end of the first connecting flange plate portion 626 on the front side of the support portion main body 64 is the lower end of the riser 22 formed by the riser form 5 supported by the support portion main body 64. It is located above 22a. With such a configuration, the first connecting flange plate portion 626 is not embedded in the concrete of the lower (front side) step portion 21, and the rise form support portion 6 is provided after the concrete of the stairs 2 is hardened. It can be easily removed.

また、本実施形態による階段型枠1では、支持部本体64の後側にある第2接続鍔板部627の下端は、支持部本体64に支持される蹴込型枠5が形成する蹴込22の上端よりも上方に位置している。このような構成とすることにより、第2接続鍔板部627がコンクリートに埋設することがなく、階段2のコンクリートが硬化した後に蹴込型枠支持部6を容易に取り外すことができる。 Further, in the staircase formwork 1 according to the present embodiment, the lower end of the second connecting flange plate portion 627 on the rear side of the support portion main body 64 is the riser 22 formed by the riser formwork 5 supported by the support portion main body 64. It is located above the top edge. With such a configuration, the second connecting flange plate portion 627 is not embedded in the concrete, and the rise formwork support portion 6 can be easily removed after the concrete of the stairs 2 is hardened.

また、本実施形態による階段型枠1では、前後方向に隣り合う蹴込型枠支持部6の間隔を所定の寸法に維持する支持部間隔保持部7(第1間隔保持部)を有している。このような構成とすることにより、蹴込型枠支持部6の間隔、すなわち蹴込型枠5の間隔を容易に管理することができ、施工性がよいとともに、施工品質を向上させることができる。 Further, the staircase formwork 1 according to the present embodiment has a support portion spacing holding portion 7 (first spacing holding portion) that maintains the spacing between the kicking form support portions 6 adjacent to each other in the front-rear direction to a predetermined dimension. .. With such a configuration, the spacing between the riser formwork support portions 6, that is, the spacing between the riser formwork 5 can be easily managed, and the workability can be improved and the construction quality can be improved.

また、本実施形態による階段型枠1では、支持部間隔保持部7は、第1爪部712を前側に位置する蹴込型枠支持部6の第4スリット664に幅方向から挿入し、第2爪部722を後側に位置する蹴込型枠支持部6の第2スリット662に幅方向から挿入するように構成されている。このような構成とすることにより、前後方向に隣り合う蹴込型枠支持部6が前後方向に相対的に移動するように力が作用した場合でも、隣り合う蹴込型枠支持部6の前後方向の間隔を一定に維持することができる。 Further, in the staircase formwork 1 according to the present embodiment, the support portion spacing holding portion 7 inserts the first claw portion 712 into the fourth slit 664 of the rise formwork support portion 6 located on the front side from the width direction, and the second claw portion 712 is inserted from the width direction. The claw portion 722 is configured to be inserted into the second slit 662 of the rise form support portion 6 located on the rear side from the width direction. With such a configuration, even when a force is applied so that the kick-form support portions 6 adjacent to each other in the front-rear direction move relatively in the front-rear direction, the kick-form support portions 6 adjacent to each other in the front-rear direction The interval can be kept constant.

また、本実施形態による階段型枠1では、前後方向に隣り合う蹴込型枠5の間隔を所定の寸法に維持する型枠間隔保持部8(第2間隔保持部)を有している。このような構成とすることにより、蹴込型枠5の間隔を容易に管理することができ、施工性がよいとともに、施工品質を向上させることができる。 Further, the staircase formwork 1 according to the present embodiment has a formwork space holding portion 8 (second space holding part) that maintains the space between the kick-in formwork 5 adjacent to each other in the front-rear direction to a predetermined dimension. With such a configuration, the spacing between the riser formwork 5 can be easily managed, the workability can be improved, and the construction quality can be improved.

また、本実施形態による階段型枠1では、型枠間隔保持部8の保持部突出片84は、後側の蹴込型枠5の下端から前側に突出する型枠下板部53(型枠突出片)の上に載置されている。このような構成とすることにより、保持部突出片84がコンクリートに埋設されることを防止できる。また、型枠間隔保持部8を安定した状態に設置することができる。 Further, in the staircase formwork 1 according to the present embodiment, the holding portion projecting piece 84 of the formwork spacing holding portion 8 projects from the lower end of the rear rise formwork 5 to the front side, and the formwork lower plate portion 53 (formwork projecting). It is placed on the piece). With such a configuration, it is possible to prevent the holding portion projecting piece 84 from being embedded in concrete. Further, the formwork spacing holding portion 8 can be installed in a stable state.

また、本実施形態による階段型枠1では、蹴込型枠5の上端部は、蹴込22の上端よりも上側に位置している。そして、型枠間隔保持部8は、前板部814の後面と第1側板部812および第2側板部813の前縁部との間に蹴込型枠5の上端部が挿入され、前板部814と第1側板部812および第2側板部813(挟持部85)とで蹴込型枠5の上端部を挟持するように構成されている。このような構成とすることにより、挟持部85がコンクリートに埋設されることを防止できる。また、型枠間隔保持部8を安定した状態に設置することができる。 Further, in the staircase formwork 1 according to the present embodiment, the upper end portion of the riser formwork 5 is located above the upper end portion of the riser 22. Then, in the formwork spacing holding portion 8, the upper end portion of the kick-in formwork 5 is inserted between the rear surface of the front plate portion 814 and the front edge portions of the first side plate portion 812 and the second side plate portion 813, and the front plate portion is formed. The upper end portion of the riser formwork 5 is sandwiched between the 814, the first side plate portion 812, and the second side plate portion 813 (pinching portion 85). With such a configuration, it is possible to prevent the sandwiching portion 85 from being embedded in concrete. Further, the formwork spacing holding portion 8 can be installed in a stable state.

以上、本発明による階段型枠1の実施形態について説明したが、本発明は上記の実施形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。
例えば、上記の実施形態の階段型枠1は、鋼製の型枠であるが、部分的に木製であってもよい。また、上記の実施形態では、蹴込型枠支持部6の下端に蹴込型枠5が載置される本体下板部614が設けられ、本体下板部614が蹴込22の下端22aとほぼ同じ高さに配置されている。これに対し、蹴込型枠支持部6が蹴込型枠5の上下方向の中間部分や上側部分を支持し、蹴込型枠5の下端部が蹴込型枠5の下端部よりも上側に位置するようにしてもよい。
Although the embodiment of the staircase formwork 1 according to the present invention has been described above, the present invention is not limited to the above embodiment and can be appropriately modified without departing from the spirit of the present invention.
For example, the staircase formwork 1 of the above embodiment is a steel formwork, but may be partially made of wood. Further, in the above embodiment, the main body lower plate portion 614 on which the rise form 5 is placed is provided at the lower end of the rise form support portion 6, and the main body lower plate portion 614 has substantially the same height as the lower end 22a of the rise 22. It is placed in the formwork. On the other hand, the riser formwork support portion 6 supports the vertical intermediate portion and the upper portion of the riser formwork 5, and the lower end portion of the riser formwork 5 is located above the lower end portion of the riser formwork 5. You may do it.

また、上記の実施形態では、蹴込型枠支持部6は、本体溝部63(凹状部)を有し、蹴込型枠5の側端部が本体溝部63に挿入されている。これに対し、蹴込型枠支持部6に本体溝部63が形成されていなくてもよく、蹴込型枠支持部6が本体溝部63を支持する形態は、上記以外であってもよい。 Further, in the above embodiment, the riser formwork support portion 6 has a main body groove portion 63 (concave portion), and the side end portion of the riser formwork 5 is inserted into the main body groove portion 63. On the other hand, the main body groove portion 63 may not be formed in the rise form support portion 6, and the form in which the rise form support portion 6 supports the main body groove portion 63 may be other than the above.

また、上記の実施形態では、蹴込型枠支持部6の第1接続鍔板部626および第2接続鍔板部627は、側方設置体と離れて配置されている。これに対し、蹴込型枠支持部6を側方設置体に固定するための第1接続鍔板部626および第2接続鍔板部627は、側方設置体と接触していてもよい。また、蹴込型枠支持部6を側方設置体に固定する構造は、上記以外であってもよい。 Further, in the above embodiment, the first connecting flange plate portion 626 and the second connecting flange plate portion 627 of the rise form support portion 6 are arranged apart from the side installation body. On the other hand, the first connecting flange plate portion 626 and the second connecting flange plate portion 627 for fixing the rise form support portion 6 to the side installation body may be in contact with the side installation body. Further, the structure for fixing the rise formwork support portion 6 to the side installation body may be other than the above.

また、上記の実施形態では、前後方向に隣り合う蹴込型枠支持部6の間隔を所定の寸法に維持する支持部間隔保持部7(第1間隔保持部)を設けている。これに対し、階段型枠1に支持部間隔保持部7を設けなくてもよい。また、支持部間隔保持部7は、第1爪部712を前側に位置する蹴込型枠支持部6の第4スリット664に幅方向から挿入し、第2爪部722を後側に位置する蹴込型枠支持部6の第2スリット662に幅方向から挿入するように構成されているが、支持部間隔保持部7の形態は上記以外であってもよい。 Further, in the above embodiment, the support portion spacing holding portion 7 (first spacing holding portion) for maintaining the spacing between the riser form support portions 6 adjacent to each other in the front-rear direction to a predetermined dimension is provided. On the other hand, the staircase formwork 1 does not have to be provided with the support portion spacing holding portion 7. Further, the support portion spacing holding portion 7 inserts the first claw portion 712 into the fourth slit 664 of the rise form support portion 6 located on the front side from the width direction, and the second claw portion 722 is located on the rear side. Although it is configured to be inserted into the second slit 662 of the formwork support portion 6 from the width direction, the form of the support portion spacing holding portion 7 may be other than the above.

また、上記の実施形態では、前後方向に隣り合う蹴込型枠5の間隔を所定の寸法に維持する型枠間隔保持部8(第2間隔保持部)を設けている。これに対し、型枠間隔保持部8を設けなくてもよい。また、型枠間隔保持部8は、保持部突出片84が後側の蹴込型枠5の下端から前側に突出する型枠下板部53(型枠突出片)の上に載置されるように構成されているが、このように構成されていなくてもよい。また、蹴込型枠5の上端部は、蹴込22の上端よりも上側に位置し、型枠間隔保持部8は、前板部814と第1側板部812および第2側板部813(挟持部85)とで蹴込型枠5の上端部を挟持するように構成されているが、このように構成されていなくてもよい。 Further, in the above embodiment, the formwork space holding portion 8 (second space holding part) for maintaining the space between the kick-in formwork 5 adjacent to each other in the front-rear direction to a predetermined dimension is provided. On the other hand, it is not necessary to provide the formwork spacing holding portion 8. Further, the formwork spacing holding portion 8 is placed on a formwork lower plate portion 53 (formwork protruding piece) in which the holding portion projecting piece 84 projects forward from the lower end of the rear kick-in formwork 5. However, it does not have to be configured in this way. Further, the upper end of the riser formwork 5 is located above the upper end of the riser 22, and the formwork spacing holding portion 8 includes a front plate portion 814, a first side plate portion 812, and a second side plate portion 813 (holding portion 85). ) To sandwich the upper end of the riser formwork 5, but it does not have to be configured in this way.

1 階段型枠
2 階段
5 蹴込型枠
6 蹴込型枠支持部
7 支持部間隔保持部(第1間隔保持部)
8 支持部間隔保持部(第2間隔保持部)
21 段部
22 蹴込
22a 下端
57 突出片
63 本体溝部(凹状部)
64 支持部本体
65 固定部
84 保持部突出片
85 挟持部
614 本体下板部(下側支持部)
615 第1本体鍔板部(第1固定部)
616 第2本体鍔板部(第2固定部)
712 第1爪部
722 第2爪部
1 Stairs formwork 2 Stairs 5 Kick-up formwork 6 Kick-up formwork Support part 7 Support part Spacing part (1st space holding part)
8 Support part spacing holding part (second spacing holding part)
21 Step 22 Rise 22a Lower end 57 Protruding piece 63 Main body groove (concave)
64 Support part Main body 65 Fixed part 84 Holding part Protruding piece 85 Holding part 614 Main body lower plate part (lower support part)
615 1st main body flange plate part (1st fixed part)
616 2nd main body flange plate part (2nd fixed part)
712 1st claw part 722 2nd claw part

Claims (10)

コンクリート製の階段の施工に用いられる階段型枠において、
前記階段の蹴込に沿って設けられる蹴込型枠と、
前記蹴込型枠の両側に設けられ、前記蹴込型枠を支持する蹴込型枠支持部と、を有し、
前記蹴込型枠支持部は、前記階段の側方に設置または仮設される側方設置体に高さ位置を調整可能に支持され、
前記蹴込型枠支持部の下端が支持する前記蹴込型枠に対応する前記蹴込の下端と略同じ高さ、および前記蹴込の下端よりも上側となる高さのいずれかに位置するように設置されることを特徴とする階段型枠。
In the staircase formwork used for the construction of concrete stairs
A kick-in formwork provided along the rise of the stairs,
It has a riser formwork support portion provided on both sides of the riser formwork and supports the riser formwork.
The rise formwork support portion is supported by a side-installed body installed or temporarily installed on the side of the stairs so that the height position can be adjusted.
It is installed so as to be located at either substantially the same height as the lower end of the rise corresponding to the rise form supported by the lower end of the rise form support portion, or at a height above the lower end of the rise. A staircase formwork characterized by that.
前記蹴込型枠支持部は、支持する前記蹴込型枠が配置される側に開口する凹状部を有し、
前記凹状部の下端には、下側支持部が設けられ、
前記蹴込型枠は、側端部が前記凹状部に挿入され、前記下側支持部の上に載置されることを特徴とする請求項1に記載の階段型枠。
The rise-in formwork support portion has a concave portion that opens on the side on which the rise-in formwork to be supported is arranged.
A lower support portion is provided at the lower end of the concave portion.
The staircase formwork according to claim 1, wherein the riser formwork has a side end inserted into the concave portion and is placed on the lower support portion.
前記蹴込型枠支持部は、
前記凹状部および下側支持部を有し、前記蹴込型枠を支持する支持部本体と、
前記支持部本体と接続され前記側方設置体に固定される固定部と、を有し、
前記固定部は、前記側方設置体と離れて配置されることを特徴とする請求項2に記載の階段型枠。
The rise-in form support portion is
A support body having the concave portion and the lower support portion and supporting the rise formwork, and a support portion main body.
It has a fixed portion that is connected to the support portion main body and fixed to the lateral installation body.
The staircase formwork according to claim 2, wherein the fixing portion is arranged apart from the side installation body.
前記固定部は、前記支持部本体における前記階段の段部が配列される前後方向の一方側で、下側の段部がある側となる前側に接続される第1固定部と、
前記支持部本体における前記前後方向の他方側で、上側の段部がある側となる後側に接続される第2固定部と、からなり、
前記第1固定部の下端は、前記支持部本体に支持される前記蹴込型枠が形成する蹴込の下端よりも上方に位置していることを特徴とする請求項3に記載の階段型枠。
The fixing portion includes a first fixing portion connected to the front side of the support portion main body, which is one side in the front-rear direction in which the steps of the stairs are arranged, and which is the side where the lower step portion is located.
It is composed of a second fixing portion connected to the rear side of the support portion main body on the other side in the front-rear direction, which is the side where the upper step portion is located.
The staircase form according to claim 3, wherein the lower end of the first fixing portion is located above the lower end of the rise formed by the rise form supported by the support portion main body.
前記固定部は、前記支持部本体における前記階段の段部が配列される前後方向の一方側で、下側の段部がある側となる前側に接続される第1固定部と、
前記支持部本体における前記前後方向の他方側で、上側の段部がある側となる後側に接続される第2固定部と、からなり、
前記第2固定部の下端は、前記支持部本体に支持される前記蹴込型枠が形成する蹴込の上端よりも上方に位置していることを特徴とする請求項3または4に記載の階段型枠。
The fixing portion includes a first fixing portion connected to the front side of the support portion main body, which is one side in the front-rear direction in which the steps of the stairs are arranged, and which is the side where the lower step portion is located.
It is composed of a second fixing portion connected to the rear side of the support portion main body on the other side in the front-rear direction, which is the side where the upper step portion is located.
The staircase type according to claim 3 or 4, wherein the lower end of the second fixing portion is located above the upper end of the rise formed by the rise form supported by the support portion main body. frame.
前記階段の段部が配列される前後方向に隣り合う前記蹴込型枠支持部の間隔を所定の寸法に維持する第1間隔保持部を有することを特徴とする請求項1乃至5のいずれか一項に記載の階段型枠。 One of claims 1 to 5, further comprising a first spacing holding portion that maintains the spacing between the rise-in form support portions adjacent to each other in the front-rear direction in which the steps of the stairs are arranged to a predetermined dimension. The staircase formwork described in the section. 前記第1間隔保持部は、前記前後方向に隣り合う前記蹴込型枠支持部の一方に前記前後方向に交差する方向から挿し込まれる第1爪部と、他方に前記前後方向に交差する方向から挿し込まれる第2爪部と、を有することを特徴とする請求項6に記載の階段型枠。 The first spacing holding portion is a first claw portion that is inserted into one of the riser formwork support portions adjacent to each other in the front-rear direction from a direction that intersects the front-rear direction, and the first claw portion that is inserted into the other from a direction that intersects the front-rear direction. The staircase form according to claim 6, further comprising a second claw portion to be inserted. 前記階段の段部が配列される前後方向に隣り合う前記蹴込型枠の間隔を所定の寸法に維持する第2間隔保持部を有することを特徴とする請求項1乃至7のいずれか一項に記載の階段型枠。 The invention according to any one of claims 1 to 7, further comprising a second spacing holding portion that maintains the spacing between the riser formwork adjacent to each other in the front-rear direction in which the steps of the stairs are arranged to a predetermined dimension. The described staircase formwork. 前記第2間隔保持部は、前記前後方向の上側の段部がある側となる後側の端部に下方に突出する保持部突出片を有し、
前記保持部突出片は、後側の前記蹴込型枠の下端から前側に突出する型枠突出片の上に載置されることを特徴とする請求項8に記載の階段型枠。
The second spacing holding portion has a holding portion projecting piece that projects downward at the rear end portion on which the upper step portion in the front-rear direction is located.
The staircase formwork according to claim 8, wherein the holding portion projecting piece is placed on a formwork projecting piece projecting from the lower end of the riser formwork on the rear side to the front side.
前記蹴込型枠の上端部は、前記蹴込の上端よりも上側に位置し、
前記第2間隔保持部は、前記前後方向の下側の段部がある側となる前側の前記蹴込型枠の上端部を前後方向から挟持する挟持部を有することを特徴とする請求項8または9に記載の階段型枠。
The upper end of the riser formwork is located above the upper end of the riser.
8. The staircase formwork according to 9.
JP2020094464A 2020-05-29 2020-05-29 Staircase formwork Active JP7460447B2 (en)

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Publication number Priority date Publication date Assignee Title
CN114991531A (en) * 2022-05-30 2022-09-02 江苏省华建建设股份有限公司 Temporary stair for prefabricated concrete structure and construction method thereof

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JP2001295441A (en) 2000-02-10 2001-10-26 Yasuyuki Tsuruta Riser fixture for use in construction of concrete staircase, riser device, and structure and method for constructing concrete staircase
US20080040991A1 (en) 2006-02-15 2008-02-21 Angelo Gianelo Modular stairway system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114991531A (en) * 2022-05-30 2022-09-02 江苏省华建建设股份有限公司 Temporary stair for prefabricated concrete structure and construction method thereof

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