JP7349874B2 - formwork support structure - Google Patents

formwork support structure Download PDF

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JP7349874B2
JP7349874B2 JP2019186569A JP2019186569A JP7349874B2 JP 7349874 B2 JP7349874 B2 JP 7349874B2 JP 2019186569 A JP2019186569 A JP 2019186569A JP 2019186569 A JP2019186569 A JP 2019186569A JP 7349874 B2 JP7349874 B2 JP 7349874B2
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formwork
separator
reinforcing bars
support structure
reinforcing bar
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JP2021063335A (en
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佳大 中村
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Kajima Corp
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本発明は、型枠を支持する型枠支持構造に関する。 The present invention relates to a formwork support structure that supports a formwork.

コンクリート部材の構築時には、コンクリート打設用の型枠を支持しコンクリートの打設圧に抵抗するためにセパレータが使用される。通常、セパレータはコンクリート部材を挟む位置にある一対の型枠同士を結ぶように配置される(特許文献1など参照)。 During construction of concrete members, separators are used to support the formwork for concrete pouring and to resist concrete pouring pressure. Usually, a separator is arranged so as to connect a pair of formworks at positions sandwiching a concrete member (see Patent Document 1, etc.).

ただし、底版などの大面積のコンクリート部材を構築する場合、コンクリート部材を挟む位置にある型枠同士の間隔は広くなり、これらの型枠同士をセパレータで結ぶことは難しい。 However, when constructing a large-area concrete member such as a bottom slab, the distance between the formworks that sandwich the concrete member becomes wide, and it is difficult to connect these formworks with separators.

そのため、このような場合では、型枠の内側で組立てた鉄筋にガッツ等の金具を取付けてセパレータを金具に溶接したり、型枠の内側の段取り筋にセパレータを溶接したりする。これは、構造筋として用いる鉄筋には直接セパレータを溶接できないためである。また特許文献2では円筒状の壁体から内側に延びるアンカー上にセパレータ受け部材を設け、そのセパレータ受け部材に取付けたセパレータによって壁体の内側に配置した内型枠を支持することが記載されている。 Therefore, in such cases, metal fittings such as guts are attached to the reinforcing bars assembled inside the formwork and the separators are welded to the metal fittings, or the separators are welded to setup bars inside the formwork. This is because separators cannot be directly welded to reinforcing bars used as structural bars. Further, Patent Document 2 describes that a separator receiving member is provided on an anchor extending inward from a cylindrical wall, and an inner formwork placed inside the wall is supported by a separator attached to the separator receiving member. There is.

特開平11-269893号公報Japanese Patent Application Publication No. 11-269893 特開2012-31602号公報Japanese Patent Application Publication No. 2012-31602

しかしながら、従来の方法では、型枠内に鉄筋が配置された状態で、別途鉄筋にガッツ等の金具を取り付けたり、段取り筋を配置したりする作業が必要となり、施工性が悪く時間がかかる。特許文献1、2でもセパレータの配置、取付に別途の部材が必要となっており、同様の課題がある。 However, in the conventional method, it is necessary to separately attach metal fittings such as guts to the reinforcing bars and arrange setup bars after the reinforcing bars are placed in the formwork, which makes the work difficult and time-consuming. Patent Documents 1 and 2 also require separate members for arranging and attaching the separators, and there is a similar problem.

その他、溶接によってセパレータをガッツ等に取付ける場合には、溶接作業に手間がかかる、作業者に資格を要する、溶接機・電力などの設備が必要となる、天候により作業が不可となる等の問題もある。 In addition, when attaching separators to guts etc. by welding, there are problems such as the welding work is time-consuming, the operator requires qualifications, equipment such as a welding machine and electric power is required, and work may be impossible due to weather. There is also.

本発明は上記の問題に鑑みてなされたものであり、施工性の高い型枠支持構造等を提供することを目的とする。 The present invention has been made in view of the above problems, and an object of the present invention is to provide a formwork support structure etc. with high workability.

前述した課題を解決するための第1の発明は、コンクリートによって底版を構築する際に、前記底版の一側面側の端部に当たる位置に設けられ、セパレータによってコンクリート打設時の前記一側面の型枠のみを支持する型枠支持構造であって、前記セパレータの前記型枠と反対側の端部が、前記型枠の内側の鉄筋に固定されたセパレータ取付部に取付けられ、前記セパレータ取付部は、鉄筋支持用の支持部材を含み、前記鉄筋は、前記型枠の内側で上下に配置され、前記支持部材は、上下の前記鉄筋の間隔を保持する鉄筋架台であることを特徴とする型枠支持構造である。
第2の発明は、コンクリートによって底版を構築する際に、前記底版の一側面側の端部に当たる位置に設けられ、セパレータによってコンクリート打設時の前記一側面の型枠のみを支持する型枠支持構造であって、前記セパレータの前記型枠と反対側の端部が、前記型枠の内側の鉄筋に固定されたセパレータ取付部に取付けられ、前記セパレータ取付部は、鉄筋支持用の支持部材を含み、前記支持部材は枠状の鉛直面を有し、型枠面と直交するように配置されることを特徴とする型枠支持構造である。
の発明は、セパレータによってコンクリート打設時の型枠を支持する型枠支持構造であって、前記セパレータの前記型枠と反対側の端部が、前記型枠の内側の鉄筋に固定されたセパレータ取付部に取付けられ、前記セパレータ取付部は、鉄筋支持用の支持部材を含み、前記支持部材は型枠面と平行な水平方向に複数配置され、前記セパレータ取付部は、型枠面と平行な方向に延び、複数の前記支持部材に取り付けられるセパレータ取付材を有し、前記セパレータの前記端部は、前記セパレータ取付材に取付けられることを特徴とする型枠支持構造である。
の発明は、セパレータによってコンクリート打設時の型枠を支持する型枠支持構造であって、前記セパレータの前記型枠と反対側の端部が、前記型枠の内側の鉄筋に固定されたセパレータ取付部に取付けられ、前記セパレータ取付部は、鉄筋支持用の支持部材を含み、前記セパレータ取付部は、前記セパレータの前記端部を取付ける際に当該端部を通すための、型枠面と平行な方向のスリットを有することを特徴とする型枠支持構造である。
A first invention for solving the above-mentioned problems is that when a bottom slab is constructed with concrete, a separator is provided at a position corresponding to the end of one side of the bottom slab, and a separator is provided at a position corresponding to the end of one side of the bottom slab to prevent the shape of the one side during concrete pouring. A formwork support structure that supports only the frame, wherein an end of the separator opposite to the formwork is attached to a separator attachment part fixed to a reinforcing bar inside the formwork, and the separator attachment part is , the mold includes a support member for supporting reinforcing bars, the reinforcing bars are arranged vertically inside the formwork, and the supporting member is a reinforcing bar frame that maintains an interval between the upper and lower reinforcing bars. It is a frame support structure.
A second invention provides a formwork support that is provided at a position corresponding to the end of one side of the bottom plate when constructing the bottom plate with concrete, and supports only the formwork on the one side during concrete pouring by means of a separator. In the structure, an end of the separator opposite to the formwork is attached to a separator attachment part fixed to reinforcing bars inside the formwork, and the separator attachment part has a support member for supporting the reinforcing bars. The formwork support structure is characterized in that the support member has a frame-like vertical surface and is arranged perpendicular to the formwork surface.
A third invention is a formwork support structure in which a separator supports a formwork during concrete pouring, wherein an end of the separator opposite to the formwork is fixed to a reinforcing bar inside the formwork. The separator mounting portion includes a support member for supporting reinforcing bars, a plurality of the support members are arranged in a horizontal direction parallel to the formwork surface, and the separator mounting portion is attached to the formwork surface. The formwork support structure has separator attachment members extending in parallel directions and attached to the plurality of support members, and the ends of the separators are attached to the separator attachment members.
A fourth invention is a formwork support structure in which a separator supports a formwork during concrete pouring, wherein an end of the separator opposite to the formwork is fixed to a reinforcing bar inside the formwork. The separator mounting portion includes a support member for supporting reinforcing bars, and the separator mounting portion has a formwork surface for passing the end portion when installing the separator. This is a formwork support structure characterized by having a slit in a direction parallel to the slit.

本実施形態では、鉄筋支持用の支持部材をセパレータ取付部として併用し、これを型枠の内側の鉄筋に固定してセパレータにより型枠を支持する際の反力を取る。これにより、別途鉄筋にガッツ等の金具を取り付けたり、段取り筋を配置したりする作業が不要となり、底版など大面積のコンクリート部材を施工する際にも施工性が向上する。 In this embodiment, a support member for supporting reinforcing bars is also used as a separator attachment part, and this is fixed to the reinforcing bars inside the formwork to absorb the reaction force when supporting the formwork with the separator. This eliminates the need to separately attach metal fittings such as guts to reinforcing bars or arrange setup bars, improving workability when constructing large-area concrete components such as bottom slabs.

第1の発明において、前記鉄筋は、前記型枠の内側で上下に配置され、前記支持部材は、上下の前記鉄筋の間隔を保持する鉄筋架台である。
底版等では構造筋として上下に鉄筋が配置されるが、本発明ではこの上下の鉄筋の間隔を保持する鉄筋架台をセパレータ取付部として利用することができる。
In the first invention , the reinforcing bars are arranged one above the other inside the formwork, and the supporting member is a reinforcing bar frame that maintains an interval between the upper and lower reinforcing bars.
In a bottom plate or the like, reinforcing bars are arranged above and below as structural bars, but in the present invention, a reinforcing bar frame that maintains the interval between the upper and lower reinforcing bars can be used as a separator attachment part.

第2の発明において、前記支持部材は枠状の鉛直面を有し、型枠面と直交するように配置される
これにより支持部材の剛性が向上し、コンクリートの打設圧に対する抵抗力が向上する。
In the second aspect of the invention, the support member has a frame-like vertical surface and is arranged perpendicular to the mold surface .
This improves the rigidity of the support member and improves its resistance to concrete placement pressure.

前記セパレータ取付部は、前記セパレータの前記端部と螺合するナットを有することが望ましい。
これによりセパレータの溶接作業が不要になり、前記したような溶接時の問題が解決される。
It is preferable that the separator attachment part includes a nut that is screwed into the end of the separator.
This eliminates the need for welding the separator, and solves the above-mentioned problems during welding.

の発明では、セパレータ取付材上の位置を選んでセパレータを取り付けることができるので、型枠あるいは鉄筋の配置に応じたセパレータの位置調整が容易になる。 In the third invention, since the separator can be mounted by selecting a position on the separator mounting material, the position of the separator can be easily adjusted according to the arrangement of the formwork or reinforcing bars.

前記鉄筋は異形鉄筋であり、前記支持部材は、型枠面と直交する方向の前記異形鉄筋にU字ボルトにより固定されることが望ましい。
これにより、型枠面と直交する方向における支持部材の位置を強固に固定でき、コンクリートの打設圧に対する抵抗力が向上する。
It is preferable that the reinforcing bars are deformed reinforcing bars, and that the supporting member is fixed to the deformed reinforcing bars in a direction perpendicular to the formwork surface using U-shaped bolts.
Thereby, the position of the support member in the direction orthogonal to the formwork surface can be firmly fixed, and the resistance to concrete placement pressure is improved.

また第の発明でも、型枠あるいは鉄筋の配置に応じたセパレータの位置調整が容易になり、施工性が向上する。 Further, in the fourth invention, the position of the separator can be easily adjusted according to the arrangement of the formwork or reinforcing bars, and workability is improved.

本発明により、施工性の高い型枠支持構造等を提供することができる。 According to the present invention, it is possible to provide a formwork support structure and the like with high workability.

型枠支持構造1を示す図。The figure which shows formwork support structure 1. 水平材111の鉄筋5への固定部を見た図。FIG. 3 is a view of the part where the horizontal member 111 is fixed to the reinforcing bar 5; コンクリート打設方法について示す図。A diagram showing a concrete placement method. 鉄筋架台11aを示す図。A diagram showing a reinforcing bar frame 11a. 型枠支持構造10を示す図。FIG. 1 is a diagram showing a formwork support structure 10; 鉄筋架台11b、11c、11dの例。Examples of reinforcing bars 11b, 11c, and 11d. 型枠支持構造100を示す図。A diagram showing a formwork support structure 100. 型枠支持構造100a、100bを示す図。The figure which shows formwork support structure 100a, 100b.

以下、図面に基づいて本発明の好適な実施形態について詳細に説明する。 Hereinafter, preferred embodiments of the present invention will be described in detail based on the drawings.

[第1の実施形態]
図1は本発明の第1の実施形態に係る型枠支持構造1を示す図である。型枠支持構造1は、底版等の大面積のコンクリート部材の構築時に用いられ、セパレータ41によってコンクリート打設時の型枠3を支持するものである。特に本実施形態では、鉄筋架台11をセパレータ取付部として利用し、セパレータ41の型枠3と反対側の端部411を鉄筋架台11に取付ける。
[First embodiment]
FIG. 1 is a diagram showing a formwork support structure 1 according to a first embodiment of the present invention. The formwork support structure 1 is used when constructing a large-area concrete member such as a bottom slab, and supports the formwork 3 during concrete pouring using a separator 41. In particular, in this embodiment, the reinforcing bar frame 11 is used as a separator mounting portion, and the end portion 411 of the separator 41 on the side opposite to the formwork 3 is attached to the reinforcing bar frame 11.

鉄筋架台11は鉄筋支持用の支持部材であり、型枠3の内側(図1の型枠3の左側に対応する)にコンクリート部材の構造筋である鉄筋5を配置する際の架台として用いられる。 The reinforcing bar frame 11 is a support member for supporting the reinforcing bars, and is used as a mount when placing the reinforcing bars 5, which are structural bars of the concrete member, inside the formwork 3 (corresponding to the left side of the formwork 3 in FIG. 1). .

鉄筋架台11は、上下の水平材111の両端部同士の間に鉛直材112を設けて矩形状に構成され、枠状の鉛直面を有する。水平材111と鉛直材112にはアングル材が用いられるが、これに限ることはない。鉄筋架台11は、枠状の鉛直面が型枠面と直交するように配置され、また当該鉛直面の角部同士の間を結ぶように斜材113が設けられる。斜材113には例えば板材が用いられるが、これに限ることはなく、アングル材などでもよい。 The reinforcing bar frame 11 is configured in a rectangular shape by providing vertical members 112 between both ends of upper and lower horizontal members 111, and has a frame-shaped vertical surface. Although angle materials are used for the horizontal material 111 and the vertical material 112, they are not limited to this. The reinforcing bar frame 11 is arranged so that the vertical plane of the frame is perpendicular to the form surface, and diagonal members 113 are provided to connect the corners of the vertical plane. For example, a plate material is used for the diagonal member 113, but the present invention is not limited to this, and an angle material or the like may be used.

鉄筋架台11の型枠3側の鉛直材112には、上下2段のナット114(長ナット)が溶接等により予め固定される。セパレータ41の型枠3と反対側の端部411はネジ付きとなっており、当該端部411がナット114に挿入され、螺合される。その反対側の端部にはPコン42が設けられ、Pコン42の先端に型枠3が取付けられる。 Two upper and lower nuts 114 (long nuts) are fixed in advance to the vertical member 112 on the formwork 3 side of the reinforcing bar frame 11 by welding or the like. An end 411 of the separator 41 opposite to the formwork 3 is threaded, and the end 411 is inserted into the nut 114 and screwed together. A P-con 42 is provided at the opposite end, and the formwork 3 is attached to the tip of the P-con 42.

本実施形態では、型枠3の内側で上下に鉄筋5が配置される。鉄筋5は、型枠面に直交する方向(図1の左右方向に対応する)の鉄筋51と、これと平面上直交する方向(図1の紙面法線方向に対応する)の鉄筋52を有する。上下段の鉄筋51は型枠3側の端部において連結される。鉄筋51、52には異形鉄筋が用いられる。 In this embodiment, reinforcing bars 5 are arranged above and below inside the formwork 3. The reinforcing bars 5 include reinforcing bars 51 in a direction perpendicular to the formwork surface (corresponding to the left-right direction in FIG. 1) and reinforcing bars 52 in a direction perpendicular to this on the plane (corresponding to the normal direction to the paper surface in FIG. 1). . The reinforcing bars 51 in the upper and lower stages are connected at the ends on the formwork 3 side. Deformed reinforcing bars are used for the reinforcing bars 51 and 52.

鉄筋架台11は、上下の鉄筋5の間隔を保持するために用いられ、鉄筋架台11の上下の水平材111が治具7により上下の鉄筋51のそれぞれに固定される。なお、下段の鉄筋5はスペーサ6によりコンクリート打設面2から浮かせて配置される。コンクリート打設面2は例えば均しコンクリート面であるが、コンクリートを直接地盤面に打設する場合もある。 The reinforcing bar frame 11 is used to maintain the interval between the upper and lower reinforcing bars 5, and the upper and lower horizontal members 111 of the reinforcing bar frame 11 are fixed to the upper and lower reinforcing bars 51, respectively, by the jig 7. Note that the lower reinforcing bars 5 are placed so as to be lifted from the concrete placement surface 2 by spacers 6. The concrete pouring surface 2 is, for example, a leveled concrete surface, but there are also cases where concrete is poured directly onto the ground surface.

図2は水平材111の鉄筋5への固定部を見た図であり、本実施形態では治具7としてU字ボルト71が用いられる。U字ボルト71の内側に鉄筋51を通し、U字ボルト71のネジ付きの両端部を水平材111の水平面に貫通させ、その先端にナット72を締め込むことで水平材111が鉄筋51に固定される。 FIG. 2 is a view showing a portion of the horizontal member 111 fixed to the reinforcing bar 5, and in this embodiment, a U-shaped bolt 71 is used as the jig 7. The horizontal member 111 is fixed to the reinforcing bar 51 by passing the reinforcing bar 51 inside the U-shaped bolt 71, passing both threaded ends of the U-shaped bolt 71 through the horizontal surface of the horizontal member 111, and tightening the nut 72 at the tip. be done.

鉄筋51としては外周にリブを有する異形鉄筋が用いられるため、上記のようにU字ボルト71を用いて水平材111を鉄筋51に固定することで、鉄筋架台11が鉄筋51の軸方向すなわち型枠面と直交する方向に移動することがなく、コンクリートの打設圧に対する抵抗力が向上する。なお図2は鉄筋架台11の下段の水平材111の固定部の例を示しているが、上段の水平材111についても同様に鉄筋51に固定される。U字ボルト71による固定箇所の数は、型枠3に加わるコンクリート打設圧を考慮し、適切な抵抗力が得られるよう調整する。 Since the reinforcing bars 51 are deformed reinforcing bars having ribs on the outer periphery, by fixing the horizontal members 111 to the reinforcing bars 51 using the U-shaped bolts 71 as described above, the reinforcing bar mount 11 is aligned in the axial direction of the reinforcing bars 51, that is, the shape of the reinforcing bars 51. It does not move in the direction perpendicular to the frame surface, improving the resistance to concrete placement pressure. Although FIG. 2 shows an example of the fixing portion of the lower horizontal member 111 of the reinforcing bar frame 11, the upper horizontal member 111 is similarly fixed to the reinforcing bar 51. The number of fixing points using the U-shaped bolts 71 is adjusted in consideration of the concrete placement pressure applied to the formwork 3 so as to obtain an appropriate resistance force.

図3は、本実施形態の型枠支持構造1を利用したコンクリート打設方法について示す図である。 FIG. 3 is a diagram showing a concrete placing method using the formwork support structure 1 of this embodiment.

本実施形態では、図3(a)に示すように鉄筋5、スペーサ6と鉄筋架台11を前記のように配置し、上下の鉄筋5を鉄筋架台11により所定の間隔で設ける。そして、図3(b)に示すようにナット114にセパレータ41の端部411を螺合し、その反対側の端部にPコン42を設けてその先端に型枠3を取付ける。 In this embodiment, as shown in FIG. 3A, the reinforcing bars 5, spacers 6, and reinforcing bar frame 11 are arranged as described above, and the upper and lower reinforcing bars 5 are provided at predetermined intervals by the reinforcing bar frame 11. Then, as shown in FIG. 3(b), the end portion 411 of the separator 41 is screwed into the nut 114, and the P connector 42 is provided at the opposite end, and the formwork 3 is attached to the tip thereof.

この後、図3(c)に示すように型枠3の内側にコンクリート4を打設することで、底版等のコンクリート部材が構築される。型枠3に加わるコンクリート4の打設圧はセパレータ41によって支持され、その反力が鉄筋5に固定した鉄筋架台11によって受けられる。 Thereafter, concrete members such as the bottom slab are constructed by pouring concrete 4 inside the formwork 3 as shown in FIG. 3(c). The pouring pressure of the concrete 4 applied to the formwork 3 is supported by the separator 41, and its reaction force is received by the reinforcing bar frame 11 fixed to the reinforcing bars 5.

以上説明したように、本実施形態では、鉄筋架台11をセパレータ取付部として併用し、これを型枠3の内側の鉄筋5に固定してセパレータ41により型枠3を支持する際の反力を取ることで、別途鉄筋5にガッツ等の金具を取り付けたり、段取り筋を配置したりする作業が不要となり、底版など大面積のコンクリート部材を施工する際にも施工性が向上する。 As explained above, in this embodiment, the reinforcing bar frame 11 is also used as a separator attachment part, and this is fixed to the reinforcing bars 5 inside the formwork 3 to reduce the reaction force when the formwork 3 is supported by the separator 41. This eliminates the need for separately attaching metal fittings such as guts to the reinforcing bars 5 or arranging setup bars, and improves workability when constructing large-area concrete members such as bottom slabs.

また、底版等では構造筋として上下に鉄筋5が配置されるが、本実施形態ではこの上下の鉄筋5の間隔を保持する鉄筋架台11をセパレータ取付部として利用することができる。 Further, reinforcing bars 5 are arranged above and below as structural bars in the bottom plate, etc., but in this embodiment, the reinforcing bar frame 11 that maintains the interval between the upper and lower reinforcing bars 5 can be used as a separator attachment part.

さらに、鉄筋架台11は枠状の鉛直面を有し、型枠面と直交するように配置されるので、鉄筋架台11の剛性が向上し、コンクリートの打設圧に対する抵抗力が向上する。 Further, since the reinforcing bar mount 11 has a frame-shaped vertical surface and is arranged perpendicular to the formwork surface, the rigidity of the reinforcing bar mount 11 is improved, and its resistance to concrete placement pressure is improved.

また、鉄筋架台11には、セパレータ41の端部411と螺合するナット114が設けられるので、セパレータ41の溶接作業が不要になり、前記したような溶接時の問題が解決される。 Further, since the reinforcing bar frame 11 is provided with a nut 114 that is screwed into the end portion 411 of the separator 41, welding of the separator 41 becomes unnecessary, and the above-mentioned problems during welding are solved.

また、鉄筋架台11は、型枠面と直交する方向の異形鉄筋(鉄筋51)にU字ボルト71により固定されるので、型枠面と直交する方向の鉄筋架台11の位置が強固に固定され、コンクリートの打設圧に対する抵抗力が向上する。 In addition, since the reinforcing bar mount 11 is fixed to the deformed reinforcing bars (reinforcing bars 51) in the direction perpendicular to the formwork surface using U-shaped bolts 71, the position of the reinforcing bar mount 11 in the direction perpendicular to the formwork surface is firmly fixed. , the resistance to concrete placement pressure is improved.

しかしながら、本発明は以上の実施形態に限らない。例えば鉄筋架台11の構成は特に限定されず、水平材111として鉄筋等を用いることも可能である。また鉄筋架台が水平材111と鉛直材112を有する枠状のものに限ることもなく、図4の鉄筋架台11aに示すような柱状のものでもよい。 However, the present invention is not limited to the above embodiments. For example, the configuration of the reinforcing bar frame 11 is not particularly limited, and reinforcing bars or the like may be used as the horizontal member 111. Further, the reinforcing bar frame is not limited to a frame-like structure having a horizontal member 111 and a vertical member 112, and may be a column-shaped structure as shown in the reinforcing bar frame 11a in FIG. 4.

図4の鉄筋架台11aは、鉛直材112の下部に段取筋115を設け、鉛直材112の上部に上段の鉄筋5を支持するための受材116を設けて構成される。鉄筋架台11aは、結束等により段取筋115を下段の鉄筋5に固定して配置され、また前記と同様、鉛直材112には溶接等によってナット114が上下2段に固定される。上段の鉄筋5は、例えば受材116に段取り筋を載せてから、その段取り筋に取付けられる。 The reinforcing bar frame 11a in FIG. 4 is configured by providing a set-up bar 115 at the bottom of a vertical member 112, and providing a receiving member 116 at the top of the vertical member 112 for supporting the upper reinforcing bar 5. The reinforcing bar frame 11a is arranged such that the setup bars 115 are fixed to the lower reinforcing bars 5 by bundling or the like, and nuts 114 are fixed to the vertical member 112 in two stages, upper and lower, by welding or the like, as described above. The upper reinforcing bars 5 are attached to the setup bars, for example, after placing the setup bars on the receiving material 116.

以下、本発明の別の例を第2、第3の実施形態として説明する。第2、第3の実施形態はそれまでに説明した実施形態と異なる点について説明し、同様の点については図等で同じ符号を付すなどして説明を省略する。また、第1の実施形態も含め、各実施形態で説明する構成は必要に応じて組み合わせて用いることが可能である。 Hereinafter, other examples of the present invention will be described as second and third embodiments. The second and third embodiments will be described with respect to points that are different from the embodiments described up to that point, and similar points will be designated with the same reference numerals in the figures and the like, and description thereof will be omitted. Moreover, the configurations described in each embodiment, including the first embodiment, can be used in combination as necessary.

[第2の実施形態]
図5(a)は本発明の第2の実施形態に係る型枠支持構造10を示す図である。第2の実施形態は、セパレータ取付部の構成が第1の実施形態と異なっている。
[Second embodiment]
FIG. 5(a) is a diagram showing a formwork support structure 10 according to a second embodiment of the present invention. The second embodiment differs from the first embodiment in the configuration of the separator attachment portion.

すなわち、本実施形態では型枠面と平行な水平方向に複数の鉄筋架台11が配置される。そして、型枠面と平行な方向に延びる水平材12が複数の鉄筋架台11に亘って取付けられ、これらの鉄筋架台11と水平材12がセパレータ取付部を構成する。 That is, in this embodiment, a plurality of reinforcing bars 11 are arranged in a horizontal direction parallel to the form surface. A horizontal member 12 extending in a direction parallel to the formwork surface is attached across the plurality of reinforcing bars 11, and these reinforcing bars 11 and horizontal members 12 constitute a separator attachment portion.

水平材12には例えばアングル材などの鋼材が用いられる。水平材12は、各鉄筋架台11の型枠3側の鉛直材112に溶接等により上下2段に取り付けられる。 For the horizontal member 12, a steel material such as an angle member is used, for example. The horizontal members 12 are attached to the vertical members 112 on the formwork 3 side of each reinforcing bar frame 11 in two stages, upper and lower, by welding or the like.

水平材12は、セパレータ41の端部411を取付けるセパレータ取付材としての機能を有し、当該端部411が水平材12の水平面に溶接される。符号8はこの溶接部を示したものである。溶接が容易となるよう、セパレータ41の端部411を板状としてもよい。 The horizontal member 12 has a function as a separator attachment member for attaching an end portion 411 of the separator 41, and the end portion 411 is welded to the horizontal surface of the horizontal member 12. Reference numeral 8 indicates this welded portion. The end portion 411 of the separator 41 may be plate-shaped to facilitate welding.

本実施形態では、水平材12の延伸方向の位置を選んでセパレータ41の端部411を取り付けることができるので、型枠3あるいは鉄筋5の配置に応じたセパレータ41の位置調整が容易になる。 In this embodiment, the end portion 411 of the separator 41 can be attached by selecting a position in the extending direction of the horizontal member 12, so that the position of the separator 41 can be easily adjusted according to the arrangement of the formwork 3 or reinforcing bars 5.

さらに、図5(b)のように、セパレータ41の軸方向のどの位置を溶接するかにより、型枠面と直交する方向(図5(b)の左右方向に対応する)のセパレータ41の位置調整も容易であり、鉄筋架台11と型枠3の間隔に応じた調整ができる。なお、第1の実施形態でもセパレータ41を軸周りに回転させればセパレータ41がナット114に対し進退するので、型枠面と直交する方向のセパレータ41の位置調整は容易である。 Furthermore, as shown in FIG. 5(b), depending on the axial position of the separator 41 to be welded, the position of the separator 41 in the direction perpendicular to the form surface (corresponding to the left-right direction in FIG. 5(b)) Adjustment is also easy, and adjustment can be made according to the distance between the reinforcing bar frame 11 and the formwork 3. Note that in the first embodiment as well, if the separator 41 is rotated around the axis, the separator 41 moves forward and backward relative to the nut 114, so the position of the separator 41 in the direction perpendicular to the mold surface can be easily adjusted.

また、図5では説明のため鉄筋5や治具7等の図示を省略しているが、鉄筋架台11は第1の実施形態と同様の治具7を用いて鉄筋5に固定できる。また本実施形態ではセパレータ41の端部411を水平材12に溶接しているが、場合によっては接着剤などによる接着を行うことも可能であり、当該端部411をネジで水平材12の水平面に押さえつけるなどの機械的手段を用いることも可能である。 Further, although the reinforcing bars 5, the jig 7, etc. are not shown in FIG. 5 for the sake of explanation, the reinforcing bar mount 11 can be fixed to the reinforcing bars 5 using the same jig 7 as in the first embodiment. Further, in this embodiment, the end portion 411 of the separator 41 is welded to the horizontal member 12, but depending on the case, it is also possible to bond with an adhesive or the like, and the end portion 411 is attached to the horizontal surface of the horizontal member 12 with a screw. It is also possible to use mechanical means such as pressing down.

また鉄筋架台11の構成なども特に限定されず、例えば斜材113をとってみても、図6(a)に示すように鉄筋架台11bの下半分のみに設けたり、図6(b)に示すように鉄筋架台11cの上半部と下半分でV字状に配置することもできる。また斜材113の代わりに図6(c)の鉄筋架台11dに示すような水平材113aを用いることも可能である。以上は第1の実施形態や後述する第3の実施形態でも同様である。 Further, the structure of the reinforcing bar frame 11 is not particularly limited, and for example, when considering the diagonal member 113, it may be provided only in the lower half of the reinforcing bar frame 11b as shown in FIG. 6(a), or as shown in FIG. 6(b). The upper and lower halves of the reinforcing bar frame 11c can also be arranged in a V-shape. Moreover, instead of the diagonal member 113, it is also possible to use a horizontal member 113a as shown in the reinforcing bar frame 11d in FIG. 6(c). The above is the same in the first embodiment and the third embodiment described later.

[第3の実施形態]
次に、第3の実施形態として、セパレータ41の位置調整を容易とした別の型枠支持構造の例について説明する。
[Third embodiment]
Next, as a third embodiment, an example of another formwork support structure that facilitates position adjustment of the separator 41 will be described.

図7は第3の実施形態に係る型枠支持構造100の一部を示す図である。本実施形態では、セパレータ取付部である一対の鉄筋架台11が、鉛直材112の鉛直面同士が背中合わせとなるように配置され、両鉛直材112の間に型枠面と平行な鉛直方向のスリットSが形成される。セパレータ41の端部411は、上記スリットSに通される。 FIG. 7 is a diagram showing a part of the formwork support structure 100 according to the third embodiment. In this embodiment, a pair of reinforcing bars 11, which are separator attachment parts, are arranged so that the vertical surfaces of the vertical members 112 are back to back, and a vertical slit parallel to the formwork surface is formed between both the vertical members 112. S is formed. The end 411 of the separator 41 is passed through the slit S.

両鉛直材112の型枠3と反対側の端部にはナット118が溶接等により固定されており、セパレータ41の端部411はこのナット118に螺合する。本実施形態では、図の点線で示すようにナット118の固定位置をスリットSに沿って選ぶことで、セパレータ41の鉛直方向の位置調整が容易になる。 Nuts 118 are fixed to the ends of both vertical members 112 opposite to the formwork 3 by welding or the like, and the ends 411 of the separator 41 are screwed into these nuts 118. In this embodiment, by selecting the fixing position of the nut 118 along the slit S as shown by the dotted line in the figure, it becomes easy to adjust the position of the separator 41 in the vertical direction.

また、図8(a)の型枠支持構造100aでは、型枠面と平行な水平方向に複数の鉄筋架台11が配置され、型枠面と平行な方向に延びる上下一対の水平材12が複数の鉄筋架台11に亘って取付けられ、これらの鉄筋架台11と水平材12がセパレータ取付部を構成する。 In addition, in the formwork support structure 100a of FIG. 8(a), a plurality of reinforcing bars 11 are arranged in a horizontal direction parallel to the formwork surface, and a plurality of upper and lower horizontal members 12 extending in a direction parallel to the formwork surface are arranged. These reinforcing bars 11 and horizontal members 12 constitute a separator mounting section.

上下の水平材12は、水平面同士を背中合わせにして配置され、両水平材12の間に型枠面と平行な水平方向のスリットSが形成される。第2の実施形態と同様、この水平材12はセパレータ41を取り付けるセパレータ取付材としての機能を有する。すなわち、両水平材12の型枠3と反対側の端部にはナット121が溶接等により固定されており、セパレータ41の端部411は上記のスリットSに通され、ナット121に螺合する。この例でも、ナット121の固定位置をスリットSに沿って選ぶことで、セパレータ41の(型枠面と平行な)水平方向の位置調整が容易になる。 The upper and lower horizontal members 12 are arranged with their horizontal surfaces facing each other, and a horizontal slit S parallel to the form surface is formed between both horizontal members 12. Similar to the second embodiment, this horizontal member 12 has a function as a separator attachment member for attaching the separator 41. That is, a nut 121 is fixed to the opposite end of the horizontal member 12 from the formwork 3 by welding or the like, and the end 411 of the separator 41 is passed through the slit S and screwed into the nut 121. . In this example as well, by selecting the fixing position of the nut 121 along the slit S, it becomes easy to adjust the position of the separator 41 in the horizontal direction (parallel to the form surface).

また図8(a)の例では、鉄筋架台11の型枠3側の鉛直材112に鉛直方向の長孔117が設けられ、この長孔117に通した頭付きボルトの軸部122を水平材12の鉛直面に通し、その先端にナット123を締め込むことで、水平材12が鉛直材112に取り付けられる。ナット123を緩めると水平材12の高さを変えることができ、これによりセパレータ41の鉛直方向の位置も容易に調整できる。 Further, in the example of FIG. 8(a), a vertical elongated hole 117 is provided in the vertical member 112 on the formwork 3 side of the reinforcing bar frame 11, and the shaft portion 122 of the headed bolt passed through this elongated hole 117 is inserted into the horizontal member. The horizontal member 12 is attached to the vertical member 112 by passing it through the vertical surface of the member 12 and tightening a nut 123 at its tip. By loosening the nut 123, the height of the horizontal member 12 can be changed, and thereby the vertical position of the separator 41 can also be easily adjusted.

図8(b)の型枠支持構造100bは、鉄筋架台11の型枠3側の鉛直材112に、型枠面と平行な方向に延びる片持ち式のアングル材13を設けたものであり、この鉄筋架台11とアングル材13がセパレータ取付部を構成する。 The formwork support structure 100b in FIG. 8(b) has a cantilevered angle member 13 extending in a direction parallel to the formwork surface on the vertical member 112 of the reinforcing bar frame 11 on the formwork 3 side, The reinforcing bar frame 11 and the angle member 13 constitute a separator mounting portion.

アングル材13の鉛直面には、アングル材13の延伸方向に沿った、型枠面と平行な方向のスリットS(長孔)が設けられる。前記と同様、このアングル材13はセパレータ41を取り付けるセパレータ取付材としての機能を有する。すなわち、アングル材13の型枠3と反対側の端部にはナット131が溶接等により固定されており、セパレータ41の端部411は上記のスリットSに通され、ナット131に螺合する。 A slit S (elongated hole) is provided in the vertical surface of the angle material 13 in a direction parallel to the formwork surface along the extending direction of the angle material 13. Similar to the above, this angle member 13 has a function as a separator attachment member for attaching the separator 41. That is, a nut 131 is fixed to the end of the angle member 13 opposite to the formwork 3 by welding or the like, and the end 411 of the separator 41 is passed through the slit S and screwed into the nut 131.

またこの例でも、鉛直材112とアングル材13の鉛直面に頭付きボルトの軸部132を通し、その先端にナット133を締め込むことで、アングル材13が鉛直材112に取り付けられる。従って、ナット133を緩めることでアングル材13が型枠面と平行な面内で回転可能となっている。そのため、型枠支持構造100bでは、ナット131の固定位置をスリットSに沿って選び、且つアングル材13を型枠面と平行な面内で回転させることで、型枠面と平行な面におけるセパレータ41の位置調整が容易になる。 Also in this example, the angle member 13 is attached to the vertical member 112 by passing the shaft portion 132 of the headed bolt through the vertical surfaces of the vertical member 112 and the angle member 13, and tightening the nut 133 at the tip thereof. Therefore, by loosening the nut 133, the angle member 13 can be rotated in a plane parallel to the form surface. Therefore, in the formwork support structure 100b, by selecting the fixing position of the nut 131 along the slit S and rotating the angle member 13 in a plane parallel to the formwork surface, the separator in the plane parallel to the formwork surface is fixed. 41 becomes easy to adjust.

以上、添付図面を参照して、本発明の好適な実施形態について説明したが、本発明は係る例に限定されない。当業者であれば、本願で開示した技術的思想の範疇内において、各種の変更例または修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。 Although preferred embodiments of the present invention have been described above with reference to the accompanying drawings, the present invention is not limited to such examples. It is clear that those skilled in the art can come up with various changes or modifications within the scope of the technical idea disclosed in this application, and these naturally fall within the technical scope of the present invention. Understood.

1、10、100、100a、100b:型枠支持構造
3:型枠
4:コンクリート
5、51、52:鉄筋
7:治具
11、11a、11b、11c、11d:鉄筋架台
12:水平材
13:アングル材
41:セパレータ
71:U字ボルト
72、114、118、121、131:ナット
S:スリット
1, 10, 100, 100a, 100b: Formwork support structure 3: Formwork 4: Concrete 5, 51, 52: Reinforcement bar 7: Jig 11, 11a, 11b, 11c, 11d: Reinforcement frame 12: Horizontal material 13: Angle material 41: Separator 71: U-shaped bolts 72, 114, 118, 121, 131: Nut S: Slit

Claims (6)

コンクリートによって底版を構築する際に、前記底版の一側面側の端部に当たる位置に設けられ、セパレータによってコンクリート打設時の前記一側面の型枠のみを支持する型枠支持構造であって、
前記セパレータの前記型枠と反対側の端部が、前記型枠の内側の鉄筋に固定されたセパレータ取付部に取付けられ、
前記セパレータ取付部は、鉄筋支持用の支持部材を含み、
前記鉄筋は、前記型枠の内側で上下に配置され、
前記支持部材は、上下の前記鉄筋の間隔を保持する鉄筋架台であることを特徴とする型枠支持構造。
When constructing a bottom slab with concrete, a formwork support structure is provided at a position corresponding to the end of one side of the bottom slab, and supports only the formwork on the one side during concrete pouring with a separator,
An end of the separator opposite to the formwork is attached to a separator attachment part fixed to a reinforcing bar inside the formwork,
The separator attachment part includes a support member for supporting reinforcing bars,
The reinforcing bars are arranged one above the other inside the formwork,
The formwork support structure is characterized in that the support member is a reinforcing bar frame that maintains an interval between the upper and lower reinforcing bars .
コンクリートによって底版を構築する際に、前記底版の一側面側の端部に当たる位置に設けられ、セパレータによってコンクリート打設時の前記一側面の型枠のみを支持する型枠支持構造であって、
前記セパレータの前記型枠と反対側の端部が、前記型枠の内側の鉄筋に固定されたセパレータ取付部に取付けられ、
前記セパレータ取付部は、鉄筋支持用の支持部材を含み、
前記支持部材は枠状の鉛直面を有し、型枠面と直交するように配置されることを特徴とする型枠支持構造。
When constructing a bottom slab with concrete, a formwork support structure is provided at a position corresponding to the end of one side of the bottom slab, and supports only the formwork on the one side during concrete pouring with a separator,
An end of the separator opposite to the formwork is attached to a separator attachment part fixed to a reinforcing bar inside the formwork,
The separator attachment part includes a support member for supporting reinforcing bars,
A formwork support structure , wherein the support member has a frame-like vertical surface and is arranged perpendicular to the formwork surface .
セパレータによってコンクリート打設時の型枠を支持する型枠支持構造であって、
前記セパレータの前記型枠と反対側の端部が、前記型枠の内側の鉄筋に固定されたセパレータ取付部に取付けられ、
前記セパレータ取付部は、鉄筋支持用の支持部材を含み、
前記支持部材は型枠面と平行な水平方向に複数配置され、
前記セパレータ取付部は、型枠面と平行な方向に延び、複数の前記支持部材に取り付けられるセパレータ取付材を有し、
前記セパレータの前記端部は、前記セパレータ取付材に取付けられることを特徴とする型枠支持構造。
A formwork support structure that supports formwork during concrete pouring with a separator,
An end of the separator opposite to the formwork is attached to a separator attachment part fixed to a reinforcing bar inside the formwork,
The separator attachment part includes a support member for supporting reinforcing bars,
A plurality of the supporting members are arranged in a horizontal direction parallel to the formwork surface,
The separator attachment part has a separator attachment member that extends in a direction parallel to the mold surface and is attached to the plurality of support members,
The formwork support structure, wherein the end portion of the separator is attached to the separator attachment member.
セパレータによってコンクリート打設時の型枠を支持する型枠支持構造であって、
前記セパレータの前記型枠と反対側の端部が、前記型枠の内側の鉄筋に固定されたセパレータ取付部に取付けられ、
前記セパレータ取付部は、鉄筋支持用の支持部材を含み、
前記セパレータ取付部は、前記セパレータの前記端部を取付ける際に当該端部を通すための、型枠面と平行な方向のスリットを有することを特徴とする型枠支持構造。
A formwork support structure that supports formwork during concrete pouring with a separator,
An end of the separator opposite to the formwork is attached to a separator attachment part fixed to a reinforcing bar inside the formwork,
The separator attachment part includes a support member for supporting reinforcing bars,
The formwork support structure is characterized in that the separator attachment part has a slit in a direction parallel to the formwork surface through which the end part of the separator is passed when the end part is attached.
前記セパレータ取付部は、前記セパレータの前記端部と螺合するナットを有することを特徴とする請求項1から請求項のいずれかに記載の型枠支持構造。 The formwork support structure according to any one of claims 1 to 4 , wherein the separator attachment part has a nut that screws into the end part of the separator. 前記鉄筋は異形鉄筋であり、
前記支持部材は、型枠面と直交する方向の前記異形鉄筋にU字ボルトにより固定されることを特徴とする請求項1から請求項のいずれかに記載の型枠支持構造。
The reinforcing bars are deformed reinforcing bars,
The formwork support structure according to any one of claims 1 to 5 , wherein the support member is fixed to the deformed reinforcing bar in a direction perpendicular to the formwork surface with a U-shaped bolt.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002167964A (en) 2000-11-30 2002-06-11 Daiwa House Ind Co Ltd Support hardware for supporting concrete form
JP2003147960A (en) 2001-08-27 2003-05-21 Toyovax:Kk Reinforcement installation type separator bolt and mounting structure of the separator bolt

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Publication number Priority date Publication date Assignee Title
JPH0620664U (en) * 1992-08-21 1994-03-18 株式会社重松工業 Concrete reinforcement structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002167964A (en) 2000-11-30 2002-06-11 Daiwa House Ind Co Ltd Support hardware for supporting concrete form
JP2003147960A (en) 2001-08-27 2003-05-21 Toyovax:Kk Reinforcement installation type separator bolt and mounting structure of the separator bolt

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