JP7011965B2 - Hardware and support structure - Google Patents

Hardware and support structure Download PDF

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JP7011965B2
JP7011965B2 JP2018064921A JP2018064921A JP7011965B2 JP 7011965 B2 JP7011965 B2 JP 7011965B2 JP 2018064921 A JP2018064921 A JP 2018064921A JP 2018064921 A JP2018064921 A JP 2018064921A JP 7011965 B2 JP7011965 B2 JP 7011965B2
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engaging member
hardware
mountain
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mountain portion
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JP2018172963A (en
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留実子 西山
忠義 岡田
亮 石丸
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日鉄建材株式会社
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Description

本発明は、デッキプレートに取り付けられる金物、及び支持構造に関する。 The present invention relates to hardware attached to a deck plate and a support structure.

従来、ボイドスラブのボイド(中空)は、コンクリート中にボイド型枠を埋設することにより成形される。この型枠には薄肉鋼管やEPS成形品が一般的に用いられる。これらのボイド型枠にはコンクリート打設時に浮力が作用するため、ボイドを適切な位置に施工するためには、この浮力を受け止めて固定する機構が必要となる。デッキプレートをコンクリート型枠として用いる場合、ボイド型枠を受け止める金具等をデッキプレートに溶接で固定し作用力を伝達させる方法が採用される。例えば、特許文献1では、ボイド型枠をデッキプレートに溶接された金具等で固定している。また、溶接を用いない方法として、特許文献2では、スラブ型枠にアンカーを設置している。 Conventionally, a void (hollow) of a void slab is formed by embedding a void formwork in concrete. Thin-walled steel pipes and EPS molded products are generally used for this formwork. Since buoyancy acts on these void formwork when concrete is placed, a mechanism for receiving and fixing this buoyancy is required in order to construct the void at an appropriate position. When the deck plate is used as a concrete formwork, a method of fixing a metal fitting or the like for receiving the void formwork to the deck plate by welding and transmitting the acting force is adopted. For example, in Patent Document 1, the void formwork is fixed to the deck plate with metal fittings or the like. Further, as a method that does not use welding, in Patent Document 2, an anchor is installed in the slab formwork.

特開2001-107499号公報Japanese Unexamined Patent Publication No. 2001-107499 特開2008-63736号公報Japanese Unexamined Patent Publication No. 2008-6736

しかしながら、特許文献1に示すような溶接加工を伴う方法には、時間と手間が掛かり、製品の輸送や管理等の問題も生じる。また、溶接を用いない特許文献2に示すような方法では、構造が複雑でありアンカーを設置する作業に手間がかかるという問題がある。すなわち、溶接は不要となるが、位置決めおよび穴あけ作業、また、コンクリート型枠解体後の穴部処理に、時間・手間が掛かるとともに熟練技術を必要とする。 However, the method involving welding as shown in Patent Document 1 takes time and effort, and causes problems such as product transportation and management. Further, the method as shown in Patent Document 2 which does not use welding has a problem that the structure is complicated and the work of installing the anchor is troublesome. That is, welding is not required, but positioning and drilling work, and hole processing after dismantling the concrete formwork take time and effort and require skill.

本発明は、このような課題を解決するためになされたものであり、設置に手間がかからない簡易な構造でありながら、十分にボイド型枠の浮上を防止できる金物、及び支持構造を提供することを目的とする。 The present invention has been made to solve such a problem, and to provide a hardware and a support structure capable of sufficiently preventing the floating of the void formwork while having a simple structure that does not require time and effort for installation. With the goal.

本発明に係る金物は、第1の方向に互いに離間するように配列され、上方へ突出して第1の方向と直交する水平方向である第2の方向に延びる複数の山部を有するデッキプレートに取り付けられる金物であって、山部に係合する第1の係合部材と、第1の係合部材と連結され、第1の係合部材とは異なる山部に係合する第2の係合部材と、山部で支持され、金物の第2の方向における姿勢を維持する支持部材と、を備える。 The hardware according to the present invention is arranged on a deck plate which is arranged so as to be separated from each other in the first direction and has a plurality of mountain portions extending upward and extending in a horizontal direction orthogonal to the first direction. A second engagement member that is attached to a hardware and is connected to a first engaging member that engages with a mountain portion and engages with a mountain portion that is different from the first engaging member. It includes a mating member and a supporting member that is supported by a mountain portion and maintains a posture of the hardware in a second direction.

本発明に係る金物は、山部に係合する第1の係合部材と、第1の係合部材とは異なる山部に係合する第2の係合部材と、を備えている。また、第2の係合部材は第1の係合部材と連結されている。このような構造により、一の山部に対して第1の係合部材が係合され、他の山部に対して第2の係合部材が係合され、それらの山部間では互いに連結された第1の係合部材及び第2の係合部材が架け渡された状態となる。従って、コンクリートを打設する前に各山部に係合部材を係合させて予め設置しておくことで、打設時には、各山部間に架け渡された部分にて、浮上して来たボイド型枠を支持することができる。また、金物は、山部で支持され、金物の第2の方向における姿勢を維持する支持部材を備えている。従って、支持部材は、各山部に係合部材を係合させた状態で、山部を利用して金物の姿勢を維持することができる。このように、溶接等を行わなくとも、山部に対して係合部材を係合させて、支持部材で支持するだけで金物をデッキプレートに設置することができる。また、このように簡易な構造でありながら、コンクリートの打設時には、第1の係合部材及び第2の係合部材による山部への係合力によって、浮上するボイド型枠を十分に支持することができる。以上により、設置に手間がかからない簡易な構造でありながら、十分にボイド型枠の浮上を防止できる。 The hardware according to the present invention includes a first engaging member that engages with a mountain portion and a second engaging member that engages with a mountain portion different from the first engaging member. Further, the second engaging member is connected to the first engaging member. With such a structure, the first engaging member is engaged with one mountain portion, the second engaging member is engaged with the other mountain portion, and the mountain portions are connected to each other. The first engaging member and the second engaging member are bridged. Therefore, by engaging the engaging member with each mountain part and installing it in advance before placing the concrete, at the time of placing, the part that is bridged between each mountain part comes to the surface. Can support the void formwork. Further, the hardware is supported by the mountain portion and includes a support member that maintains the posture of the hardware in the second direction. Therefore, the support member can maintain the posture of the hardware by utilizing the mountain portion in a state where the engaging member is engaged with each mountain portion. In this way, the hardware can be installed on the deck plate simply by engaging the engaging member with the mountain portion and supporting it with the support member without performing welding or the like. Further, despite the simple structure as described above, when concrete is placed, the floating void formwork is sufficiently supported by the engaging force of the first engaging member and the second engaging member on the mountain portion. be able to. As described above, it is possible to sufficiently prevent the void formwork from floating while having a simple structure that does not require much labor for installation.

また、本発明に係る金物において、第1の係合部材及び第2の係合部材は、それぞれの山部に対して第1の方向における外側から係合してよい。金物が浮上するボイド型枠を支持している時は、第1の係合部材及び第2の係合部材に対して上向きの力が作用する。この場合、第1の係合部材及び第2の係合部材は全体的に上側へ凸となるように変形する。その結果、各係合部材において外側から各山部に係合している部分は、第1の方向における内側、すなわち各山部へ向かう方向へ力が作用する。これにより、各係合部材の山部に対する係合力が向上する。 Further, in the hardware according to the present invention, the first engaging member and the second engaging member may engage with each mountain portion from the outside in the first direction. When the hardware supports the floating void formwork, an upward force acts on the first engaging member and the second engaging member. In this case, the first engaging member and the second engaging member are deformed so as to be convex upward as a whole. As a result, a force acts on the portion of each engaging member that is engaged with each mountain portion from the outside toward the inside in the first direction, that is, toward each mountain portion. As a result, the engaging force of each engaging member with respect to the mountain portion is improved.

また、本発明に係る金物は、第1の係合部材に係合される山部と、第2の係合部材に係合される山部との間には、少なくとも一つの山部が設けられ、支持部材は、第1の係合部材及び第2の係合部材に係合されない山部に支持されてよい。これにより、支持部材は、第1の係合部材と第2の係合部材との間に配置され、且つ、各係合部材の係合対象に係る各山部の間に配置される山部にて支持される。このような構造とすることで、金物をデッキプレートに設置した場合の安定性を向上することができる。 Further, in the hardware according to the present invention, at least one mountain portion is provided between the mountain portion engaged with the first engaging member and the mountain portion engaged with the second engaging member. The support member may be supported by a mountain portion that is not engaged with the first engaging member and the second engaging member. As a result, the support member is arranged between the first engaging member and the second engaging member, and is arranged between the mountain portions related to the engagement target of each engaging member. Supported by. With such a structure, it is possible to improve the stability when the hardware is installed on the deck plate.

また、本発明に係る金物は、デッキプレートにコンクリートが打設された際に、コンクリート内で浮上するボイド型枠の移動を所定領域内に規制する規制部材を更に備えてよい。これにより、金物に支持されている状態のボイド型枠の姿勢を安定させることができる。 Further, the hardware according to the present invention may further include a regulating member that regulates the movement of the void formwork floating in the concrete within a predetermined region when the concrete is placed on the deck plate. This makes it possible to stabilize the posture of the void formwork in a state of being supported by the hardware.

また、本発明に係る金物は、第1の係合部材に係合される山部に対して、第1の係合部材から第2の方向における一方側に離間した位置にて係合する第3の係合部材と、第3の係合部材と連結され、第2の係合部材に係合される山部に対して、第2の係合部材から第2の方向における一方側に離間した位置にて係合する第4の係合部材と、を備えてよい。これにより、金物は、各山部に対して四つの方向にて係合された各係合部材を介して、各山部で四点支持された状態となる。従って、金物をデッキプレートに設置した場合の安定性を向上することができる。 Further, the hardware according to the present invention engages with the mountain portion engaged with the first engaging member at a position separated from the first engaging member on one side in the second direction. The engagement member of 3 and the mountain portion connected to the third engagement member and engaged with the second engagement member are separated from the second engagement member on one side in the second direction. It may be provided with a fourth engaging member that engages at the required position. As a result, the hardware is in a state of being supported at four points at each mountain portion via each engaging member engaged with each mountain portion in four directions. Therefore, it is possible to improve the stability when the hardware is installed on the deck plate.

また、本発明に係る金物は、山部の上面に配置され、金物の上端部と山部の上面とを離間させるスペーサ部材を更に備え、第1の係合部材、第2の係合部材、第3の係合部材、及び第4の係合部材は、スペーサ部材の上端側に接続される。このようなスペーサ部材を山部の上面に配置することで、金物の上端部を山部の上面から高い位置に配置することができる。これにより、金物の上方に設けられるコンクリート内の鉄筋を山部に対して高い位置に配置することができる。更に、各係合部材がスペーサ部材の上端側に接続されているため、金物の高さが高くなっても、当該金物の上端側が各係合部材を介して各山部で四点支持された状態となる。これにより、金物をデッキプレートに設置した場合の安定性を向上することができる。 Further, the hardware according to the present invention is arranged on the upper surface of the mountain portion, further includes a spacer member for separating the upper end portion of the hardware and the upper surface of the mountain portion, and the first engaging member, the second engaging member, and the like. The third engaging member and the fourth engaging member are connected to the upper end side of the spacer member. By arranging such a spacer member on the upper surface of the mountain portion, the upper end portion of the hardware can be arranged at a position higher than the upper surface of the mountain portion. As a result, the reinforcing bars in the concrete provided above the hardware can be arranged at a high position with respect to the mountain portion. Further, since each engaging member is connected to the upper end side of the spacer member, even if the height of the hardware is high, the upper end side of the hardware is supported at four points at each mountain portion via each engaging member. It becomes a state. This makes it possible to improve the stability when the hardware is installed on the deck plate.

また、本発明に係る金物は、山部の上面に配置され、金物の上端部と山部の上面とを離間させるスペーサ部材を更に備え、スペーサ部材は、底側で第1の方向に延びる底辺部と、底辺部の両端側から上方へそれぞれ延びる一対の側辺部と、一対の側辺部の上端部から中央側へ向かってそれぞれ延びて、中央側の端部で互いに連結される一対の上辺部と、を備えてよい。このようなスペーサ部材を山部の上面に配置することで、金物の上端部が山部の上面から高い位置に配置することができる。これにより、金物の上方に設けられるコンクリート内の鉄筋を山部に対して高い位置に配置することができる。また、スペーサ部材は、底側で第1の方向に延びる底辺部を有しているため、山部の上面へ配置したときの安定性を向上できる。更に、スペーサ部材は、当該底辺部の両端側から上方へ延びる側辺部及び上辺部を備えているため、例えば底辺部の中央位置から一本の部材のみが延びているような構成に比して、山部の上面に配置されたときの安定性を向上できる。 Further, the hardware according to the present invention is further provided with a spacer member which is arranged on the upper surface of the mountain portion and which separates the upper end portion of the hardware from the upper surface of the mountain portion, and the spacer member is a bottom surface extending in the first direction on the bottom side. A pair of side parts extending upward from both ends of the bottom part, a pair of side parts extending upward from both ends of the bottom part, and a pair of side parts extending from the upper end of the pair of side sides toward the center and connected to each other at the end on the center side. It may be provided with an upper side. By arranging such a spacer member on the upper surface of the mountain portion, the upper end portion of the hardware can be arranged at a position higher than the upper surface of the mountain portion. As a result, the reinforcing bars in the concrete provided above the hardware can be arranged at a high position with respect to the mountain portion. Further, since the spacer member has a bottom portion extending in the first direction on the bottom side, stability when placed on the upper surface of the mountain portion can be improved. Further, since the spacer member includes a side portion and an upper side portion extending upward from both end sides of the bottom portion, the spacer member is compared with a configuration in which only one member extends from the center position of the bottom portion, for example. Therefore, the stability when placed on the upper surface of the mountain portion can be improved.

本発明に係る支持構造は、第1の方向に互いに離間するように配列され、上方へ突出して第1の方向と直交する水平方向である第2の方向に延びる複数の山部を有するデッキプレートにおいてボイド型枠を支持する支持構造であって、デッキプレートに取り付けられる金物と、デッキプレートに取り付けられ、ボイド型枠を支持する下金物と、を備え、金物は、山部に係合する第1の係合部材と、第1の係合部材と連結され、第1の係合部材とは異なる前記山部に係合する第2の係合部材と、を備え、下金物は、第1の係合部材が係合する山部と、第2の係合部材が係合する山部との間に架け渡され、当該山部間にてボイド型枠を支持する。 The support structure according to the present invention is a deck plate having a plurality of mountain portions arranged so as to be separated from each other in the first direction and extending upward in a horizontal direction orthogonal to the first direction. It is a support structure for supporting the void formwork in the above, and includes a metal fitting attached to the deck plate and a lower metal fitting attached to the deck plate and supporting the void formwork, and the metal fitting is engaged with the mountain portion. A first engaging member and a second engaging member connected to the first engaging member and engaged with the mountain portion different from the first engaging member are provided, and the lower metal fitting is the first. It is bridged between the mountain portion with which the engaging member of the above is engaged and the mountain portion with which the second engaging member is engaged, and supports the void formwork between the mountain portions.

本発明に係る支持構造の金物は、山部に係合する第1の係合部材と、第1の係合部材とは異なる山部に係合する第2の係合部材と、を備えている。また、第2の係合部材は第1の係合部材と連結されている。このような構造により、一の山部に対して第1の係合部材が係合され、他の山部に対して第2の係合部材が係合され、それらの山部間では互いに連結された第1の係合部材及び第2の係合部材が架け渡された状態となる。従って、コンクリートを打設する前に各山部に係合部材を係合させて予め設置しておくことで、打設時には、各山部間に架け渡された部分にて、浮上して来たボイド型枠を支持することができる。ここで、コンクリートを打設する前に山部と山部との間にボイド型枠を設置した場合、ボイド型枠の下側にコンクリートを充填し難くなる場合があった。これに対し、本発明に係る支持構造は、デッキプレートに取り付けられ、ボイド型枠を支持する下金物を備える。下金物は、第1の係合部材が係合する山部と、第2の係合部材が係合する山部との間に架け渡され、当該山部間にてボイド型枠を支持する。従って、下金物は、デッキプレートの底部よりも上側の位置でボイド型枠を支持し、当該ボイド型枠の下側にコンクリートを充填し易い状態とすることができる。以上により、設置に手間がかからない簡易な構造でありながら、十分にボイド型枠の浮上を防止できる。 The hardware of the support structure according to the present invention includes a first engaging member that engages with the mountain portion and a second engaging member that engages with the mountain portion different from the first engaging member. There is. Further, the second engaging member is connected to the first engaging member. With such a structure, the first engaging member is engaged with one mountain portion, the second engaging member is engaged with the other mountain portion, and the mountain portions are connected to each other. The first engaging member and the second engaging member are bridged. Therefore, by engaging the engaging member with each mountain part and installing it in advance before placing the concrete, at the time of placing, the part that is bridged between each mountain part comes to the surface. Can support the void formwork. Here, if a void formwork is installed between the mountainous portions before placing the concrete, it may be difficult to fill the lower side of the void formwork with concrete. On the other hand, the support structure according to the present invention includes a metal fitting that is attached to the deck plate and supports the void formwork. The lower metal fitting is bridged between the mountain portion with which the first engaging member is engaged and the mountain portion with which the second engaging member is engaged, and supports the void formwork between the mountain portions. .. Therefore, the lower metal can support the void formwork at a position above the bottom of the deck plate so that the lower side of the void formwork can be easily filled with concrete. As described above, it is possible to sufficiently prevent the void formwork from floating while having a simple structure that does not require much labor for installation.

また、本発明に係る支持構造において、下金物は、第1の方向におけるボイド型枠の位置決めを行う位置決め部を有してよい。これにより、下金物がボイド型枠を支持したときに、ボイド型枠の位置がずれることを抑制することができる。 Further, in the support structure according to the present invention, the lower metal fitting may have a positioning portion for positioning the void formwork in the first direction. This makes it possible to prevent the position of the void formwork from shifting when the lower metal fitting supports the void formwork.

また、本発明に係る支持構造において、位置決め部は、下金物が下方へ向かって凹となることによって構成されてよい。これにより、下金物に追加の部材を設けることなく、ボイド型枠を位置決めすることができる。 Further, in the support structure according to the present invention, the positioning portion may be configured such that the lower metal fitting is concave downward. This allows the void formwork to be positioned without the need for additional members on the lower hardware.

また、本発明に係る支持構造において、下金物は、山部と係合する係合部を有してよい。これにより、下金物が山部に対してずれることを抑制することができる。 Further, in the support structure according to the present invention, the lower metal fitting may have an engaging portion that engages with the mountain portion. As a result, it is possible to prevent the lower metal fitting from shifting with respect to the mountain portion.

本発明によれば、設置に手間がかからない簡易な構造でありながら、十分にボイド型枠の浮上を防止できる金物、及び支持構造を提供できる。 According to the present invention, it is possible to provide a hardware and a support structure that can sufficiently prevent the void formwork from floating while having a simple structure that does not require time and effort for installation.

本発明の第1実施形態に係る金物がデッキプレートに取り付けられた状態を示す斜視図である。It is a perspective view which shows the state which the hardware which concerns on 1st Embodiment of this invention is attached to a deck plate. 図1に示す金物及びデッキプレートを示す正面図である。It is a front view which shows the hardware and the deck plate shown in FIG. 図1に示す金物の斜視図である。It is a perspective view of the hardware shown in FIG. デッキプレートを用いて構成されたコンクリートスラブの概略断面図である。It is a schematic sectional drawing of the concrete slab constructed by using a deck plate. 第2実施形態に係る金物の斜視図である。It is a perspective view of the hardware which concerns on 2nd Embodiment. 第3実施形態に係る金物の斜視図である。It is a perspective view of the hardware which concerns on 3rd Embodiment. 第4実施形態に係る金物の斜視図である。It is a perspective view of the hardware which concerns on 4th Embodiment. 図7に示す金物及びデッキプレートを示す正面図である。It is a front view which shows the hardware and the deck plate shown in FIG. 7. 係合部材の変形例を示す図である。It is a figure which shows the modification of the engagement member. 第5実施形態に係る金物を用いた、ボイド型枠の支持構造を示す斜視図である。It is a perspective view which shows the support structure of the void formwork using the hardware which concerns on 5th Embodiment. 図10に示す支持構造の正面図である。It is a front view of the support structure shown in FIG. 変形例に係る下金具を用いた支持構造の正面図である。It is a front view of the support structure using the lower metal fitting which concerns on the modification.

以下、本発明の好適な実施形態について、図面を参照しながら説明する。 Hereinafter, preferred embodiments of the present invention will be described with reference to the drawings.

[第1実施形態]
図1は、本発明の第1実施形態に係る金物がデッキプレートに取り付けられた状態を示す斜視図である。図2は、図1に示す金物及びデッキプレートを示す正面図である。図3は、図1に示す金物の斜視図である。図4は、デッキプレートを用いて構成されたコンクリートスラブの概略断面図である。本実施形態に係る金物100は、図4に示すようなコンクリートスラブ50を構成するために用いられるものである。なお、以降の説明においては、XYZ座標を設定して説明を行う場合がある。水平方向における一の方向をX軸方向とし、水平方向においてX軸方向と直交する方向をY軸方向とし、上下方向をZ軸方向とする。X軸方向における一方側を「正側」とし他方側を「負側」とする。Y軸方向における一方側を「正側」とし他方側を「負側」とする。Z軸方向における上側を「正側」とし下側を「負側」とする。
[First Embodiment]
FIG. 1 is a perspective view showing a state in which the hardware according to the first embodiment of the present invention is attached to the deck plate. FIG. 2 is a front view showing the hardware and the deck plate shown in FIG. FIG. 3 is a perspective view of the hardware shown in FIG. FIG. 4 is a schematic cross-sectional view of a concrete slab constructed using a deck plate. The hardware 100 according to the present embodiment is used to form the concrete slab 50 as shown in FIG. In the following description, XYZ coordinates may be set for explanation. One direction in the horizontal direction is the X-axis direction, the direction orthogonal to the X-axis direction in the horizontal direction is the Y-axis direction, and the vertical direction is the Z-axis direction. One side in the X-axis direction is the "positive side" and the other side is the "negative side". One side in the Y-axis direction is the "positive side" and the other side is the "negative side". The upper side in the Z-axis direction is the "positive side" and the lower side is the "negative side".

まず、図4を参照して、コンクリートスラブ50及びデッキプレート60の構成について説明する。図4に示すように、コンクリートスラブ50は、デッキプレート60を型枠とし、当該デッキプレート60上にコンクリート52を打設することによって構成される。コンクリート52の内部には、ボイドVを形成するためのボイド型枠53と、上面付近に水平方向に配置される金網状の鉄筋54と、を備えている。デッキプレート60は、水平方向に広がる底面部61と、底面部61から上方へ突出する複数の山部62と、を備えている(図1参照)。複数の山部62は、X軸方向に互いに離間するように配置される。また、複数の山部62は、それぞれY軸方向に延びている。また、山部62は、底面部61から上方へ向かって垂直に真っ直ぐ延びる垂直部63と、垂直部63の上端部に設けられる拡大部64と、を備える。拡大部64は、逆三角形状をなしており、垂直部63の厚みに比して、上面62aが拡大されている。なお、説明の便宜上、本実施形態において金物100の取り付けに関わる三つの山部62を、X軸方向における負側から正側へ向かって山部62A、山部62B、山部62Cと称する場合がある。 First, the configuration of the concrete slab 50 and the deck plate 60 will be described with reference to FIG. As shown in FIG. 4, the concrete slab 50 is configured by using a deck plate 60 as a formwork and placing concrete 52 on the deck plate 60. Inside the concrete 52, a void formwork 53 for forming the void V and a wire mesh-like reinforcing bar 54 arranged in the horizontal direction near the upper surface are provided. The deck plate 60 includes a bottom surface portion 61 extending in the horizontal direction and a plurality of mountain portions 62 protruding upward from the bottom surface portion 61 (see FIG. 1). The plurality of mountain portions 62 are arranged so as to be separated from each other in the X-axis direction. Further, each of the plurality of mountain portions 62 extends in the Y-axis direction. Further, the mountain portion 62 includes a vertical portion 63 extending vertically straight upward from the bottom surface portion 61, and an enlarged portion 64 provided at the upper end portion of the vertical portion 63. The enlarged portion 64 has an inverted triangular shape, and the upper surface 62a is enlarged with respect to the thickness of the vertical portion 63. For convenience of explanation, the three mountain portions 62 related to the attachment of the hardware 100 in the present embodiment may be referred to as mountain portions 62A, mountain portions 62B, and mountain portions 62C from the negative side to the positive side in the X-axis direction. be.

ボイド型枠53は、コンクリート52内の上下方向における中途位置に配置されている。ボイド型枠53は、コンクリート52の打設前には、デッキプレート60の底面部61に配置されている。そして、コンクリート52が打設された場合、コンクリート52の硬化前に、ボイド型枠53は、浮力によってコンクリート52内を上昇する。ボイド型枠53は、隣合う山部62の拡大部64同士の間の隙間を抜けて上昇する。そして、ボイド型枠53は、金物100に保持された位置(図2参照)にて停止し、コンクリート52の硬化に伴い、当該位置に固定される。鉄筋54は、コンクリート52内の上面付近に配置されている。鉄筋54は、コンクリート52の打設前には、金物100の上端部100aに載置される(図2参照)。コンクリート52が打設されて硬化することで、鉄筋54は、当該位置にて固定される。 The void formwork 53 is arranged at an intermediate position in the concrete 52 in the vertical direction. The void formwork 53 is arranged on the bottom surface portion 61 of the deck plate 60 before the concrete 52 is placed. Then, when the concrete 52 is cast, the void formwork 53 rises in the concrete 52 due to buoyancy before the concrete 52 is hardened. The void formwork 53 rises through a gap between the enlarged portions 64 of the adjacent mountain portions 62. Then, the void formwork 53 stops at a position held by the hardware 100 (see FIG. 2), and is fixed at that position as the concrete 52 hardens. The reinforcing bar 54 is arranged near the upper surface in the concrete 52. The reinforcing bar 54 is placed on the upper end portion 100a of the hardware 100 before the concrete 52 is placed (see FIG. 2). The reinforcing bar 54 is fixed at the position by casting and hardening the concrete 52.

図1~図3を参照して、金物100の構成について説明する。金物100は、複数の山部62を有するデッキプレート60に取り付けられる部材である。また、金物100は、デッキプレート60に取り付けられた状態にて、コンクリート52内を浮上するボイド型枠53を所定の位置で保持し、且つ、鉄筋54をコンクリート52内の所定の高さ位置に保持する機能を有する。図1~3に示すように、金物100は、スペーサ部材1と、支持部材2と、係合部材3と、規制部材4と、連結部材6と、受け部材7と、を備えている。 The configuration of the hardware 100 will be described with reference to FIGS. 1 to 3. The hardware 100 is a member attached to the deck plate 60 having a plurality of mountain portions 62. Further, the hardware 100 holds the void formwork 53 that floats in the concrete 52 at a predetermined position while being attached to the deck plate 60, and the reinforcing bar 54 is placed at a predetermined height position in the concrete 52. Has the function of holding. As shown in FIGS. 1 to 3, the hardware 100 includes a spacer member 1, a support member 2, an engagement member 3, a regulation member 4, a connecting member 6, and a receiving member 7.

スペーサ部材1は、少なくとも一つの山部62の上面62aに配置され、金物100の上端部100aと山部62の上面62aとを離間させる部材である。本実施形態では、スペーサ部材1は、山部62A,62B,62Cのうちの山部62Bの上面62aに配置される。ただし、スペーサ部材1は複数の山部62にまたがって配置されていてもよい。スペーサ部材1は、上下方向において一定の高さを有している。スペーサ部材1は、山部62の上面62aに配置される下端部において、X軸方向に延びていてよい。これにより、スペーサ部材1が山部62の上面62aから落下すること、及び上面62a上でのX軸方向における姿勢(例えば傾きなど)を維持することができる。ただし、スペーサ部材1の下端部は、上面62aに対してY軸方向に延びていてもよく、上面62aに対して実質的に点接触するような構成であってもよい。また、スペーサ部材1は、Y軸方向において1つだけ設けられていてもよいし、複数設けられてもよい。スペーサ部材1が複数設けられている場合は、金物100のY軸方向における姿勢を維持することができるため、後述の支持部材2としての機能も兼ねることができる場合がある。 The spacer member 1 is arranged on the upper surface 62a of at least one mountain portion 62, and is a member that separates the upper end portion 100a of the hardware 100 from the upper surface 62a of the mountain portion 62. In the present embodiment, the spacer member 1 is arranged on the upper surface 62a of the mountain portion 62B among the mountain portions 62A, 62B, 62C. However, the spacer member 1 may be arranged over a plurality of mountain portions 62. The spacer member 1 has a constant height in the vertical direction. The spacer member 1 may extend in the X-axis direction at the lower end portion arranged on the upper surface 62a of the mountain portion 62. As a result, the spacer member 1 can fall from the upper surface 62a of the mountain portion 62 and maintain the posture (for example, inclination) in the X-axis direction on the upper surface 62a. However, the lower end portion of the spacer member 1 may extend in the Y-axis direction with respect to the upper surface 62a, or may be configured to substantially make point contact with the upper surface 62a. Further, only one spacer member 1 may be provided in the Y-axis direction, or a plurality of spacer members 1 may be provided. When a plurality of spacer members 1 are provided, the posture of the hardware 100 in the Y-axis direction can be maintained, so that it may also function as the support member 2 described later.

支持部材2は、山部62で支持され、金物100のY軸方向における姿勢を維持する部材である。支持部材2は、後述の係合部材3A,3B,3C,3Dに係合されない山部62Bに支持される。支持部材2は、Y軸方向に所定寸法延びる部分と、Y軸方向における正側で山部62Bの上面62aに支持される部分と、Y軸方向における負側で山部62Bの上面62aに支持される部分と、を備えている。なお、支持部材2の一部がスペーサ部材1によって構成される場合がある。よって、山部62B上に設けられ、スペーサ部材1及び支持部材2を含む部分を本体部10と称する場合がある。本体部10は、スペーサ部材1及び支持部材2として機能する部材とみなしてよい。よって、特段の説明がない場合は、「本体部10に接続」という表現は、「スペーサ部材1に直接的又は間接的に接続」「支持部材2に直接的又は間接的に接続」と同等の表現であるものとする。 The support member 2 is a member that is supported by the mountain portion 62 and maintains the posture of the hardware 100 in the Y-axis direction. The support member 2 is supported by a mountain portion 62B that is not engaged with the engagement members 3A, 3B, 3C, and 3D described later. The support member 2 is supported by a portion extending by a predetermined dimension in the Y-axis direction, a portion supported by the upper surface 62a of the mountain portion 62B on the positive side in the Y-axis direction, and a portion supported by the upper surface 62a of the mountain portion 62B on the negative side in the Y-axis direction. It has a part to be done. A part of the support member 2 may be composed of the spacer member 1. Therefore, a portion provided on the mountain portion 62B and including the spacer member 1 and the support member 2 may be referred to as a main body portion 10. The main body portion 10 may be regarded as a member that functions as the spacer member 1 and the support member 2. Therefore, unless otherwise specified, the expression "connected to the main body 10" is equivalent to "directly or indirectly connected to the spacer member 1" and "directly or indirectly connected to the support member 2". It shall be an expression.

係合部材3は、山部62に係合する部材である。本実施形態では、金物100は、第1の係合部材3Aと、第2の係合部材3Bと、第3の係合部材3Cと、第4の係合部材3Dと、を備えている。第1の係合部材3Aは、スペーサ部材1が配置される山部62BからX軸方向における負側に離間する山部62Aに係合する部材である。第2の係合部材3Bは、スペーサ部材1が配置される山部62BからX軸方向における正側に離間する山部62Cに係合する部材である。第3の係合部材3Cは、第1の係合部材3Aに係合される山部62Aに対して、第1の係合部材3AからY軸方向における正側に離間した位置にて係合する部材である。第4の係合部材3Dは、第2の係合部材3Bに係合される山部62Cに対して、第2の係合部材3BからY軸方向における正側に離間した位置にて係合する部材である。第1の係合部材3A、第2の係合部材3B、第3の係合部材3C、及び第4の係合部材3Dは、スペーサ部材1に接続される。第1の係合部材3A、第2の係合部材3B、第3の係合部材3C、及び第4の係合部材3Dは、本体部10の上端側に接続される。第2の係合部材3Bは第1の係合部材3Aと連結される。第2の係合部材3Bは直接的に第1の係合部材3Aと連結されてよく、本体部10を介して間接的に第1の係合部材3Aと連結されてよい。第4の係合部材3Dは第3の係合部材3Cと連結される。第4の係合部材3Dは直接的に第3の係合部材3Cと連結されてよく、本体部10を介して間接的に第3の係合部材3Cと連結されてよい。 The engaging member 3 is a member that engages with the mountain portion 62. In the present embodiment, the hardware 100 includes a first engaging member 3A, a second engaging member 3B, a third engaging member 3C, and a fourth engaging member 3D. The first engaging member 3A is a member that engages with the mountain portion 62A that is separated from the mountain portion 62B on which the spacer member 1 is arranged on the negative side in the X-axis direction. The second engaging member 3B is a member that engages with the mountain portion 62C that is separated from the mountain portion 62B on which the spacer member 1 is arranged on the positive side in the X-axis direction. The third engaging member 3C engages with the mountain portion 62A engaged with the first engaging member 3A at a position separated from the first engaging member 3A on the positive side in the Y-axis direction. It is a member to be used. The fourth engaging member 3D engages with the mountain portion 62C engaged with the second engaging member 3B at a position separated from the second engaging member 3B on the positive side in the Y-axis direction. It is a member to be used. The first engaging member 3A, the second engaging member 3B, the third engaging member 3C, and the fourth engaging member 3D are connected to the spacer member 1. The first engaging member 3A, the second engaging member 3B, the third engaging member 3C, and the fourth engaging member 3D are connected to the upper end side of the main body 10. The second engaging member 3B is connected to the first engaging member 3A. The second engaging member 3B may be directly connected to the first engaging member 3A, or may be indirectly connected to the first engaging member 3A via the main body portion 10. The fourth engaging member 3D is connected to the third engaging member 3C. The fourth engaging member 3D may be directly connected to the third engaging member 3C, or may be indirectly connected to the third engaging member 3C via the main body portion 10.

第1の係合部材3Aは、本体部10の上端側からX軸方向の負側、且つ下方へ向けて延びており、下端側の部分にて山部62Aに係合される。第2の係合部材3Bは、本体部10の上端側からX軸方向の正側、且つ下方へ向けて延びており、下端側の部分にて山部62Cに係合される。第3の係合部材3Cは、本体部10の上端側からX軸方向の負側、且つ下方へ向けて延びており、下端側の部分にて山部62Aに係合される。第4の係合部材3Dは、本体部10の上端側からX軸方向の正側、且つ下方へ向けて延びており、下端側の部分にて山部62Cに係合される。 The first engaging member 3A extends downward from the upper end side of the main body portion 10 on the negative side in the X-axis direction and downward, and is engaged with the mountain portion 62A at the lower end side portion. The second engaging member 3B extends from the upper end side of the main body portion 10 to the positive side in the X-axis direction and downward, and is engaged with the mountain portion 62C at the lower end side portion. The third engaging member 3C extends downward from the upper end side of the main body portion 10 on the negative side in the X-axis direction and downward, and is engaged with the mountain portion 62A at the lower end side portion. The fourth engaging member 3D extends from the upper end side of the main body 10 toward the positive side and downward in the X-axis direction, and is engaged with the mountain portion 62C at the lower end side portion.

第1の係合部材3A及び第3の係合部材3Cは、山部62Aに対してX軸方向における外側から係合する。第2の係合部材3B及び第4の係合部材3Dは、山部62Cに対してX軸方向における外側から係合する。なお、山部62A,62CがX軸方向に互いに対向する面が設けられる方を「X軸方向における内側」とし、それと反対側を「X軸方向における外側」とする。山部62AではX軸方向における負側が「外側」に該当し、正側が「内側」に該当する。山部62CではX軸方向における正側が「外側」に該当し、負側が「内側」に該当する。なお、第1の係合部材3A及び第3の係合部材3Cは、山部62Aに対してX軸方向における内側から係合してもよい。第2の係合部材3B及び第4の係合部材3Dは、山部62Cに対してX軸方向における内側から係合してよい。 The first engaging member 3A and the third engaging member 3C engage with the mountain portion 62A from the outside in the X-axis direction. The second engaging member 3B and the fourth engaging member 3D engage with the mountain portion 62C from the outside in the X-axis direction. The side where the mountain portions 62A and 62C are provided with surfaces facing each other in the X-axis direction is referred to as "inside in the X-axis direction", and the opposite side is referred to as "outside in the X-axis direction". In Yamabe 62A, the negative side in the X-axis direction corresponds to the "outside" and the positive side corresponds to the "inside". In Yamabe 62C, the positive side in the X-axis direction corresponds to the "outside" and the negative side corresponds to the "inside". The first engaging member 3A and the third engaging member 3C may engage with the mountain portion 62A from the inside in the X-axis direction. The second engaging member 3B and the fourth engaging member 3D may engage with the mountain portion 62C from the inside in the X-axis direction.

規制部材4は、前記デッキプレートにコンクリートが打設された際に、コンクリート内で浮上するボイド型枠53の移動を所定領域内に規制する部材である。規制部材4は、浮上するボイド型枠53に対して、X軸方向の正側に配置された部材と負側に配置された部材との間で挟むように支持することで、当該ボイド型枠53のX軸方向における移動を規制する。 The regulating member 4 is a member that regulates the movement of the void formwork 53 that floats in the concrete within a predetermined region when the concrete is placed on the deck plate. The regulating member 4 supports the floating void formwork 53 so as to be sandwiched between the member arranged on the positive side and the member arranged on the negative side in the X-axis direction, thereby supporting the void formwork. The movement of 53 in the X-axis direction is restricted.

連結部材6は、係合部材3同士を連結する部材である。本実施形態では、金物100は、第1の連結部材6Aと、第2の連結部材6Bと、を備える。第1の連結部材6Aは、第1の係合部材3Aと第3の係合部材3Cとの間を連結する。第2の連結部材6Bは、第2の係合部材3Bと第4の係合部材3Dとの間を連結する。第1の連結部材6Aは、第1の係合部材3Aの下端側の部分と、第3の係合部材3Cの下端側の部分との間でY軸方向に延び、当該部分で第1の係合部材3A及び第3の係合部材3Cとを連結することが好ましい。第2の連結部材6Bは、第2の係合部材3Bの下端側の部分と、第4の係合部材3Dの下端側の部分との間でY軸方向に延び、当該部分で第2の係合部材3B及び第4の係合部材3Dとを連結することが好ましい。 The connecting member 6 is a member that connects the engaging members 3 to each other. In the present embodiment, the hardware 100 includes a first connecting member 6A and a second connecting member 6B. The first connecting member 6A connects between the first engaging member 3A and the third engaging member 3C. The second connecting member 6B connects between the second engaging member 3B and the fourth engaging member 3D. The first connecting member 6A extends in the Y-axis direction between a portion on the lower end side of the first engaging member 3A and a portion on the lower end side of the third engaging member 3C, and the first connecting member 6A extends in the Y-axis direction. It is preferable to connect the engaging member 3A and the third engaging member 3C. The second connecting member 6B extends in the Y-axis direction between the lower end side portion of the second engaging member 3B and the lower end side portion of the fourth engaging member 3D, and is the second portion. It is preferable to connect the engaging member 3B and the fourth engaging member 3D.

受け部材7は、係合部材3との間で山部をX軸方向に挟むように配置される部材である。受け部材7は、係合部材3の下端側の部分から、当該係合部材3から分岐するように設けられてよい。また、受け部材7は、係合部材3が山部62に係合されている状態のときは、山部62から離間した位置に配置されている。すなわち、金物100に力が作用し、係合部材3が変形したときに、山部62と接触して支持することで、係合部材3の係合が維持されるように機能する。また、受け部材7は、係合部材3が山部62に対してX軸方向における外側から係合する場合は、当該山部62に対してX軸方向における内側に配置される。なお、受け部材7は、係合部材3が山部62に対してX軸方向における負側から係合する場合は、当該山部62に対してX軸方向における正側に配置される。本実施形態では、金物100は、第1の受け部材7Aと、第2の受け部材7Bと、第3の受け部材7Cと、第4の受け部材7Dと、を備えている。第1の受け部材7Aは、第1の係合部材3Aとの間で山部62AをX軸方向に挟むように配置される部材である。第2の受け部材7Bは、第2の係合部材3Bとの間で山部62CをX軸方向に挟むように配置される。第3の受け部材7Cは、第3の係合部材3Cとの間で山部62AをX軸方向に挟むように配置される。第4の受け部材7Dは、第4の係合部材3Dとの間で山部62CをX軸方向に挟むように配置される。 The receiving member 7 is a member arranged so as to sandwich the mountain portion with the engaging member 3 in the X-axis direction. The receiving member 7 may be provided so as to branch from the engaging member 3 from the portion on the lower end side of the engaging member 3. Further, the receiving member 7 is arranged at a position away from the mountain portion 62 when the engaging member 3 is engaged with the mountain portion 62. That is, when a force acts on the hardware 100 and the engaging member 3 is deformed, the engaging member 3 functions to maintain the engagement by contacting and supporting the mountain portion 62. Further, when the engaging member 3 engages with the mountain portion 62 from the outside in the X-axis direction, the receiving member 7 is arranged inside with respect to the mountain portion 62 in the X-axis direction. When the engaging member 3 engages with the mountain portion 62 from the negative side in the X-axis direction, the receiving member 7 is arranged on the positive side in the X-axis direction with respect to the mountain portion 62. In the present embodiment, the hardware 100 includes a first receiving member 7A, a second receiving member 7B, a third receiving member 7C, and a fourth receiving member 7D. The first receiving member 7A is a member arranged so as to sandwich the mountain portion 62A with the first engaging member 3A in the X-axis direction. The second receiving member 7B is arranged so as to sandwich the mountain portion 62C with the second engaging member 3B in the X-axis direction. The third receiving member 7C is arranged so as to sandwich the mountain portion 62A with the third engaging member 3C in the X-axis direction. The fourth receiving member 7D is arranged so as to sandwich the mountain portion 62C with the fourth engaging member 3D in the X-axis direction.

次に、本実施形態に係る金物100の更に具体的な構成について説明する。金物100は、複数の線材を組み合わせることによって構成されている。また、金物100は、組み合わされた複数の線材の各部分が上述の各種部材として機能する。 Next, a more specific configuration of the hardware 100 according to the present embodiment will be described. The hardware 100 is configured by combining a plurality of wire rods. Further, in the hardware 100, each portion of the plurality of combined wire rods functions as the above-mentioned various members.

図3に示すように、金物100は、第1のボイド型枠受け部材20Aと、第2のボイド型枠受け部材20Bと、第1の枠状部材21Aと、第2の枠状部材21Bと、上部繋ぎ部材22と、下部繋ぎ部材23と、第1の側部繋ぎ部材24Aと、第2の側部繋ぎ部材24Bと、を備えている。これらの部材は、真っ直ぐな線材、又は屈曲・湾曲させた線材によって構成される。なお、金物100に対して上下方向に延びる中心軸線CLを設定した場合、金物100は、Y軸方向から見たとき(図2に示す状態)、中心軸線CLを基準として線対称な構成を有している。また、金物100は、X軸方向から見たとき、中心軸線CLを基準として線対称な構成を有している。 As shown in FIG. 3, the hardware 100 includes a first void formwork receiving member 20A, a second void formwork receiving member 20B, a first frame-shaped member 21A, and a second frame-shaped member 21B. The upper connecting member 22, the lower connecting member 23, the first side connecting member 24A, and the second side connecting member 24B are provided. These members are composed of straight wire rods or bent / curved wire rods. When the central axis CL extending in the vertical direction is set with respect to the hardware 100, the hardware 100 has a line-symmetrical configuration with respect to the central axis CL when viewed from the Y-axis direction (state shown in FIG. 2). is doing. Further, the hardware 100 has a structure that is line-symmetrical with respect to the central axis CL when viewed from the X-axis direction.

第1のボイド型枠受け部材20Aは、山部62Aと山部62Cとの間でX軸方向に延びると共に、両端側で山部62A及び山部62Cに係合することにより、コンクリート52内を浮上するボイド型枠を受ける部材である。第1のボイド型枠受け部材20Aは、水平部31と、傾斜部32A,32Bと、水平部33A,33Bと、フック部34A,34Bと、を備えている。水平部31は、中心軸線CLからX軸方向における正側及び負側へ水平に延びる部分である。傾斜部32Aは、水平部31のX軸方向の負側の端部から、当該X軸方向の負側へ向かって斜め下方へ延びる部分である。水平部33Aは、傾斜部32Aの下端部からX軸方向の負側へ向かって水平に延びる部分である。フック部34Aは、水平部33AのX軸方向の負側の端部から、下方へ向かって延びる略J字状をなしている部分である。傾斜部32Bは、水平部31のX軸方向の正側の端部から、当該X軸方向の正側へ向かって斜め下方へ延びる部分である。水平部33Bは、傾斜部32Bの下端部からX軸方向の正側へ向かって水平に延びる部分である。フック部34Bは、水平部33BのX軸方向の正側の端部から、下方へ向かって延びる略J字状をなしている部分である。 The first void formwork receiving member 20A extends in the X-axis direction between the mountain portion 62A and the mountain portion 62C, and engages with the mountain portion 62A and the mountain portion 62C on both ends to enter the concrete 52. A member that receives a floating void formwork. The first void formwork receiving member 20A includes horizontal portions 31, inclined portions 32A and 32B, horizontal portions 33A and 33B, and hook portions 34A and 34B. The horizontal portion 31 is a portion that extends horizontally from the central axis CL to the positive side and the negative side in the X-axis direction. The inclined portion 32A is a portion extending diagonally downward from the end portion of the horizontal portion 31 on the negative side in the X-axis direction toward the negative side in the X-axis direction. The horizontal portion 33A is a portion that extends horizontally from the lower end portion of the inclined portion 32A toward the negative side in the X-axis direction. The hook portion 34A is a substantially J-shaped portion extending downward from the negative end portion of the horizontal portion 33A in the X-axis direction. The inclined portion 32B is a portion extending diagonally downward from the end portion of the horizontal portion 31 on the positive side in the X-axis direction toward the positive side in the X-axis direction. The horizontal portion 33B is a portion that extends horizontally from the lower end portion of the inclined portion 32B toward the positive side in the X-axis direction. The hook portion 34B is a substantially J-shaped portion extending downward from the positive end portion of the horizontal portion 33B in the X-axis direction.

特に図2に示すように、水平部33Aは、山部62Aの上面62aに配置される。フック部34Aは、山部62Aの上面62aをX軸方向の負側の端部から周りこんで、拡大部64のX軸方向の負側の側面64aと対向するように配置される。フック部34Aは、山部62Aの上面62aをX軸方向の負側の端部から下方へ延びる第1の部分34Aaと、第1の部分34Aaの下端部から下方へ湾曲するように、拡大部64の側面64aへ向かって延びる第2の部分34Abと、を備える。第2の部分34Abが拡大部64の側面64aと接触する。水平部33Bは、山部62Cの上面62aに配置される。フック部34Bは、山部62Cの上面62aをX軸方向の正側の端部から周りこんで、拡大部64のX軸方向の正側の側面64bと対向するように配置される。フック部34Bは、山部62Cの上面62aをX軸方向の正側の端部から下方へ延びる第1の部分34Baと、第1の部分34Baの下端部から下方へ湾曲するように、拡大部64の側面64bへ向かって延びる第2の部分34Bbと、を備える。第2の部分34Bbが拡大部64の側面64bと接触する。 In particular, as shown in FIG. 2, the horizontal portion 33A is arranged on the upper surface 62a of the mountain portion 62A. The hook portion 34A is arranged so as to wrap around the upper surface 62a of the mountain portion 62A from the end portion on the negative side in the X-axis direction and face the side surface 64a on the negative side in the X-axis direction of the enlarged portion 64. The hook portion 34A is an enlarged portion such that the upper surface 62a of the mountain portion 62A is curved downward from the lower end portion of the first portion 34Aa and the first portion 34Aa extending downward from the negative end portion in the X-axis direction. A second portion 34Ab, which extends toward the side surface 64a of the 64, is provided. The second portion 34Ab comes into contact with the side surface 64a of the enlarged portion 64. The horizontal portion 33B is arranged on the upper surface 62a of the mountain portion 62C. The hook portion 34B is arranged so as to wrap around the upper surface 62a of the mountain portion 62C from the end portion on the positive side in the X-axis direction and face the side surface 64b on the positive side in the X-axis direction of the enlarged portion 64. The hook portion 34B is an enlarged portion so as to bend the upper surface 62a of the mountain portion 62C downward from the lower end portion of the first portion 34Ba extending downward from the positive end portion in the X-axis direction and the lower end portion of the first portion 34Ba. A second portion 34Bb, which extends toward the side surface 64b of 64, is provided. The second portion 34Bb comes into contact with the side surface 64b of the enlarged portion 64.

図3に戻り、第2のボイド型枠受け部材20Bは、第1のボイド型枠受け部材20AからY軸方向の正側へ所定寸法だけ離間した位置に配置される。第2のボイド型枠受け部材20Bは、水平部31と、傾斜部32A,32Bと、水平部33A,33Bと、フック部34A,34Bと、を備えている。第2のボイド型枠受け部材20Bは、第1のボイド型枠受け部材20Aと同様な構成を有するため、説明を省略する。 Returning to FIG. 3, the second void formwork receiving member 20B is arranged at a position separated by a predetermined dimension from the first void formwork receiving member 20A on the positive side in the Y-axis direction. The second void formwork receiving member 20B includes horizontal portions 31, inclined portions 32A and 32B, horizontal portions 33A and 33B, and hook portions 34A and 34B. Since the second void formwork receiving member 20B has the same configuration as the first void formwork receiving member 20A, the description thereof will be omitted.

第1の枠状部材21Aは、山部62Bに支持されて上下方向に延び、第1のボイド型枠受け部材20Aと連結される部材である。第1の枠状部材21Aは、Y軸方向において第1のボイド型枠受け部材20Aと略同一に配置されている。第1の枠状部材21Aは、底辺部36と、側辺部37A,37Bと、上辺部38A,38Bと、を備えている。底辺部36は、底側で中心軸線CLからX軸方向における正側及び負側の両方へ水平方向に延びる部分である。底辺部36は、山部62Bの上面62aに配置される(図2参照)。側辺部37Aは、底辺部36のX軸方向の負側の端部から上方へ延びる部分である。側辺部37Bは、底辺部36のX軸方向の正側の端部から上方へ延びる部分である。上辺部38Aは、側辺部37Aの上端部から中央側へ向かって延びている。上辺部38Bは、側辺部37Bの上端部から中央側へ向かって延びている。上辺部38A及び上辺部38Bは、中央側の端部で互いに連結される。当該連結部39は、Y軸方向から見たときに中心軸線CL上に位置する(図2参照)。側辺部37A,37Bの上端部の高さ位置は、第1のボイド型枠受け部材20Aの水平部31の高さ位置と一致している。従って、側辺部37A,37Bの上端部(すなわち、側辺部37A,37Bと上辺部38A,38Bとの連結部)は、第1のボイド型枠受け部材20Aの水平部31と固定されている。 The first frame-shaped member 21A is a member that is supported by the mountain portion 62B, extends in the vertical direction, and is connected to the first void formwork receiving member 20A. The first frame-shaped member 21A is arranged substantially identically to the first void formwork receiving member 20A in the Y-axis direction. The first frame-shaped member 21A includes a bottom side portion 36, side side portions 37A and 37B, and upper side portions 38A and 38B. The bottom portion 36 is a portion extending horizontally from the central axis CL to both the positive side and the negative side in the X-axis direction on the bottom side. The bottom portion 36 is arranged on the upper surface 62a of the mountain portion 62B (see FIG. 2). The side side portion 37A is a portion extending upward from the negative end portion of the bottom side portion 36 in the X-axis direction. The side side portion 37B is a portion extending upward from the positive end portion of the bottom side portion 36 in the X-axis direction. The upper side portion 38A extends from the upper end portion of the side side portion 37A toward the center side. The upper side portion 38B extends from the upper end portion of the side side portion 37B toward the center side. The upper side portion 38A and the upper side portion 38B are connected to each other at the central end portion. The connecting portion 39 is located on the central axis CL when viewed from the Y-axis direction (see FIG. 2). The height position of the upper end portions of the side side portions 37A and 37B coincides with the height position of the horizontal portion 31 of the first void formwork receiving member 20A. Therefore, the upper end portions of the side side portions 37A and 37B (that is, the connecting portion between the side side portions 37A and 37B and the upper side portions 38A and 38B) are fixed to the horizontal portion 31 of the first void formwork receiving member 20A. There is.

第2の枠状部材21Bは、第1の枠状部材21AからY軸方向の正側へ所定寸法だけ離間した位置に配置される。第2の枠状部材21Bは、底辺部36と、側辺部37A,37Bと、上辺部38A,38Bと、を備えている。第2の枠状部材21Bは、第1の枠状部材21Aと同様な構成を有するため、説明を省略する。 The second frame-shaped member 21B is arranged at a position separated by a predetermined dimension from the first frame-shaped member 21A on the positive side in the Y-axis direction. The second frame-shaped member 21B includes a bottom side portion 36, side side portions 37A and 37B, and upper side portions 38A and 38B. Since the second frame-shaped member 21B has the same configuration as the first frame-shaped member 21A, the description thereof will be omitted.

上部繋ぎ部材22は、第1の枠状部材21A及び第2の枠状部材21Bの上端部の位置にて、Y軸方向にまっすぐに延びる部材である。上部繋ぎ部材22は、第1の枠状部材21Aの連結部39と、第2の枠状部材21Bの連結部39とに固定されている。下部繋ぎ部材23は、第1の枠状部材21A及び第2の枠状部材21Bの下端部の位置にて、Y軸方向にまっすぐに延びる部材である。下部繋ぎ部材23は、第1の枠状部材21Aの底辺部36の中央位置と、第2の枠状部材21Bの底辺部36の中央位置とに固定されている。これにより、上部繋ぎ部材22及び下部繋ぎ部材23は、第1の枠状部材21Aと第2の枠状部材21Bとを互いに連結することができる。 The upper connecting member 22 is a member that extends straight in the Y-axis direction at the positions of the upper ends of the first frame-shaped member 21A and the second frame-shaped member 21B. The upper connecting member 22 is fixed to the connecting portion 39 of the first frame-shaped member 21A and the connecting portion 39 of the second frame-shaped member 21B. The lower connecting member 23 is a member that extends straight in the Y-axis direction at the positions of the lower ends of the first frame-shaped member 21A and the second frame-shaped member 21B. The lower connecting member 23 is fixed to the central position of the bottom portion 36 of the first frame-shaped member 21A and the central position of the bottom portion 36 of the second frame-shaped member 21B. As a result, the upper connecting member 22 and the lower connecting member 23 can connect the first frame-shaped member 21A and the second frame-shaped member 21B to each other.

第1の側部繋ぎ部材24Aは、第1のボイド型枠受け部材20Aと第2のボイド型枠受け部材20BとをX軸方向の負側の端部付近で互いに連結するための部材である。第1の側部繋ぎ部材24Aは、水平部41と、受け部42Aと、受け部42Bと、を備えている。水平部41は、第1のボイド型枠受け部材20Aの傾斜部32Aの下端部側の位置と、第2のボイド型枠受け部材20Bの傾斜部32Aの下端部側の位置との間でY軸方向にまっすぐに延びる部分であり、当該部分に固定されている。受け部42Aは、水平部41のY軸方向の負側の端部から下方へ向かって延びる部分である。受け部42Aは、第1のボイド型枠受け部材20Aのフック部34AとX軸方向における内側(正側)に対向するように配置されている。受け部42Bは、水平部41のY軸方向の正側の端部から下方へ向かって延びる部分である。受け部42Bは、第2のボイド型枠受け部材20Bのフック部34AとX軸方向における内側(正側)に対向するように配置されている。受け部42A,42Bは、山部62Aの拡大部64のX軸方向の内側の端部から離間して対向する位置に配置される(図2参照)。 The first side connecting member 24A is a member for connecting the first void formwork receiving member 20A and the second void formwork receiving member 20B to each other in the vicinity of the negative end portion in the X-axis direction. .. The first side connecting member 24A includes a horizontal portion 41, a receiving portion 42A, and a receiving portion 42B. The horizontal portion 41 is Y between the position on the lower end side of the inclined portion 32A of the first void formwork receiving member 20A and the position on the lower end side of the inclined portion 32A of the second void formwork receiving member 20B. It is a part that extends straight in the axial direction and is fixed to the part. The receiving portion 42A is a portion extending downward from the negative end portion of the horizontal portion 41 in the Y-axis direction. The receiving portion 42A is arranged so as to face the hook portion 34A of the first void formwork receiving member 20A and the inside (positive side) in the X-axis direction. The receiving portion 42B is a portion extending downward from the positive end portion of the horizontal portion 41 in the Y-axis direction. The receiving portion 42B is arranged so as to face the hook portion 34A of the second void formwork receiving member 20B and the inside (positive side) in the X-axis direction. The receiving portions 42A and 42B are arranged at positions facing each other apart from the inner end portion of the enlarged portion 64 of the mountain portion 62A in the X-axis direction (see FIG. 2).

第2の側部繋ぎ部材24Bは、第1のボイド型枠受け部材20Aと第2のボイド型枠受け部材20BとをX軸方向の正側の端部付近で互いに連結するための部材である。第2の側部繋ぎ部材24Bは、水平部41と、受け部42Aと、受け部42Bと、を備えている。第2の側部繋ぎ部材24Bは、第1の側部繋ぎ部材24Aと同趣旨の構成を有しているため、説明を省略する。 The second side connecting member 24B is a member for connecting the first void formwork receiving member 20A and the second void formwork receiving member 20B to each other in the vicinity of the positive end portion in the X-axis direction. .. The second side connecting member 24B includes a horizontal portion 41, a receiving portion 42A, and a receiving portion 42B. Since the second side connecting member 24B has the same structure as the first side connecting member 24A, the description thereof will be omitted.

次に、上述のように線材を組み合わせることによる構成が、スペーサ部材1、支持部材2、係合部材3、規制部材4、連結部材6、受け部材7のどの部分に機能的に対応するかについて説明する。 Next, regarding which part of the spacer member 1, the support member 2, the engaging member 3, the regulating member 4, the connecting member 6, and the receiving member 7 functionally corresponds to the configuration by combining the wire rods as described above. explain.

本実施形態では、スペーサ部材1は、第1の枠状部材21A及び第2の枠状部材21Bによって構成される。すなわち、本実施形態では、スペーサ部材1は、底辺部36と、側辺部37A,37Bと、上辺部38A,38Bと、を備えているとみなしてよい。 In the present embodiment, the spacer member 1 is composed of a first frame-shaped member 21A and a second frame-shaped member 21B. That is, in the present embodiment, the spacer member 1 may be considered to include a bottom side portion 36, side side portions 37A and 37B, and upper side portions 38A and 38B.

支持部材2は、第1の枠状部材21A、第2の枠状部材21B、上部繋ぎ部材22、及び下部繋ぎ部材23によって構成される。すなわち、第1の枠状部材21A、第2の枠状部材21B、上部繋ぎ部材22、及び下部繋ぎ部材23の構造は、Y軸方向において所定の長さを有し、且つ、Y軸方向における両端側で山部62Bの上面62aに支持されている。例えば、金物100に対してY軸方向の正側に倒れるような力がかかったとしても、第2の枠状部材21Bの底辺部36が山部62Bの上面62aに支持される。また、金物100に対してY軸方向の負側に倒れるような力がかかったとしても、第1の枠状部材21Aの底辺部36が山部62Bの上面62aに支持される。 The support member 2 is composed of a first frame-shaped member 21A, a second frame-shaped member 21B, an upper connecting member 22, and a lower connecting member 23. That is, the structures of the first frame-shaped member 21A, the second frame-shaped member 21B, the upper connecting member 22, and the lower connecting member 23 have a predetermined length in the Y-axis direction and have a predetermined length in the Y-axis direction. It is supported by the upper surface 62a of the mountain portion 62B on both ends. For example, even if a force is applied to the hardware 100 so as to tilt it to the positive side in the Y-axis direction, the bottom portion 36 of the second frame-shaped member 21B is supported by the upper surface 62a of the mountain portion 62B. Further, even if a force is applied to the hardware 100 so as to tilt it to the negative side in the Y-axis direction, the bottom portion 36 of the first frame-shaped member 21A is supported by the upper surface 62a of the mountain portion 62B.

また、本実施形態では、第1のボイド型枠受け部材20Aと、第2のボイド型枠受け部材20Bとは、Y軸方向に互いに離間した状態で本体部10に接続されている。また、第1のボイド型枠受け部材20A及び第2のボイド型枠受け部材20BのX軸方向における両端では、それぞれ山部62A及び山部62Cに支持されている。例えば、金物100に対してY軸方向の正側に倒れるような力がかかったとしても、第2のボイド型枠受け部材20Bの水平部33A,33Bが山部62A,62Cの上面62aに支持される。また、金物100に対してY軸方向の負側に倒れるような力がかかったとしても、第1のボイド型枠受け部材20Aの水平部33A,33Bが山部62A,62Cの上面62aに支持される。また、金物100に対してY軸方向の正側に倒れるような力がかかった場合は、第1のボイド型枠受け部材20Aのフック部34A,34Bが山部62A,62Cの拡大部64に引っ掛かり支持されることで浮き上がりに抵抗する。金物100に対してY軸方向の負側に倒れるような力がかかった場合は、第2のボイド型枠受け部材20Bのフック部34A,34Bが山部62A,62Cの拡大部64に引っ掛かり支持されることで浮き上がりに抵抗する。以上より、本実施形態では、第1のボイド型枠受け部材20A及び第2のボイド型枠受け部材20Bも支持部材2として機能するものとみなしてよい。 Further, in the present embodiment, the first void formwork receiving member 20A and the second void formwork receiving member 20B are connected to the main body 10 in a state of being separated from each other in the Y-axis direction. Further, both ends of the first void formwork receiving member 20A and the second void formwork receiving member 20B in the X-axis direction are supported by the mountain portions 62A and the mountain portions 62C, respectively. For example, even if a force is applied to the hardware 100 to tilt it to the positive side in the Y-axis direction, the horizontal portions 33A and 33B of the second void formwork receiving member 20B are supported by the upper surfaces 62a of the mountain portions 62A and 62C. Will be done. Further, even if a force such as tilting to the negative side in the Y-axis direction is applied to the hardware 100, the horizontal portions 33A and 33B of the first void formwork receiving member 20A are supported by the upper surfaces 62a of the mountain portions 62A and 62C. Will be done. Further, when a force such as tilting to the positive side in the Y-axis direction is applied to the hardware 100, the hook portions 34A and 34B of the first void formwork receiving member 20A become the enlarged portions 64 of the mountain portions 62A and 62C. It resists lifting by being caught and supported. When a force such as tilting to the negative side in the Y-axis direction is applied to the hardware 100, the hook portions 34A and 34B of the second void formwork receiving member 20B are caught and supported by the enlarged portions 64 of the mountain portions 62A and 62C. By being done, it resists floating. From the above, in the present embodiment, the first void formwork receiving member 20A and the second void formwork receiving member 20B may also be regarded as functioning as the support member 2.

第1の係合部材3Aは、第1のボイド型枠受け部材20Aの中心軸線CLよりX軸方向の負側の部分によって構成される。第2の係合部材3Bは、第1のボイド型枠受け部材20Aの中心軸線CLよりX軸方向の正側の部分によって構成される。また、第1の係合部材3Aと第2の係合部材3Bとは、水平部31の部分にて互いに連結されている。第3の係合部材3Cは、第2のボイド型枠受け部材20Bの中心軸線CLよりX軸方向の負側の部分によって構成される。第4の係合部材3Dは、第2のボイド型枠受け部材20Bの中心軸線CLよりX軸方向の正側の部分によって構成される。また、第3の係合部材3Cと第4の係合部材3Dとは、水平部31の部分にて互いに連結されている。 The first engaging member 3A is composed of a portion on the negative side in the X-axis direction from the central axis CL of the first void formwork receiving member 20A. The second engaging member 3B is composed of a portion on the positive side in the X-axis direction from the central axis CL of the first void formwork receiving member 20A. Further, the first engaging member 3A and the second engaging member 3B are connected to each other at the portion of the horizontal portion 31. The third engaging member 3C is composed of a portion on the negative side in the X-axis direction from the central axis CL of the second void formwork receiving member 20B. The fourth engaging member 3D is composed of a portion on the positive side in the X-axis direction from the central axis CL of the second void formwork receiving member 20B. Further, the third engaging member 3C and the fourth engaging member 3D are connected to each other at the portion of the horizontal portion 31.

規制部材4は、第1のボイド型枠受け部材20Aの傾斜部32A,32Bと、第1の枠状部材21Aと、によって構成される。また、規制部材4は、第2のボイド型枠受け部材20Bの傾斜部32A,32Bと、第2の枠状部材21Bと、によって構成されている。例えば、図2に示すように、コンクリート52内を浮上して第1のボイド型枠受け部材20Aの水平部31で受けられた一方のボイド型枠53は、傾斜部32Aと側辺部37Aとの間に配置されることで、X軸方向への移動が規制される。他方のボイド型枠53は、傾斜部32Bと側辺部37Bとの間に配置されることで、X軸方向への移動が規制される。 The regulating member 4 is composed of inclined portions 32A and 32B of the first void formwork receiving member 20A and a first frame-shaped member 21A. Further, the regulating member 4 is composed of inclined portions 32A and 32B of the second void formwork receiving member 20B and a second frame-shaped member 21B. For example, as shown in FIG. 2, one void formwork 53 that floats in the concrete 52 and is received by the horizontal portion 31 of the first void formwork receiving member 20A has an inclined portion 32A and a side portion 37A. By arranging between the above, the movement in the X-axis direction is restricted. The other void formwork 53 is arranged between the inclined portion 32B and the side side portion 37B, so that the movement in the X-axis direction is restricted.

第1の連結部材6Aは、第1の側部繋ぎ部材24Aの水平部41によって構成される。第2の連結部材6Bは、第2の側部繋ぎ部材24Bの水平部41によって構成される。第1の受け部材7Aは、第1の側部繋ぎ部材24Aの受け部42Aによって構成される。第2の受け部材7Bは、第2の側部繋ぎ部材24Bの受け部42Aによって構成される。第3の受け部材7Cは、第1の側部繋ぎ部材24Aの受け部42Bによって構成される。第4の受け部材7Dは、第2の側部繋ぎ部材24Bの受け部42Bによって構成される。 The first connecting member 6A is composed of the horizontal portion 41 of the first side connecting member 24A. The second connecting member 6B is composed of a horizontal portion 41 of the second side connecting member 24B. The first receiving member 7A is composed of a receiving portion 42A of the first side connecting member 24A. The second receiving member 7B is composed of a receiving portion 42A of the second side connecting member 24B. The third receiving member 7C is composed of the receiving portion 42B of the first side connecting member 24A. The fourth receiving member 7D is composed of the receiving portion 42B of the second side connecting member 24B.

次に、本実施形態に係る金物100の作用・効果について説明する。 Next, the action / effect of the hardware 100 according to the present embodiment will be described.

本実施形態に係る金物100は、山部62Aに係合する第1の係合部材3Aと、第1の係合部材3Aとは異なる山部62Cに係合する第2の係合部材3Bと、を備えている。また、第2の係合部材3Bは第1の係合部材3Aと連結されている。このような構造により、一の山部62Aに対して第1の係合部材3Aが係合され、他の山部62Cに対して第2の係合部材3Bが係合され、それらの山部62A,62C間では互いに連結された第1の係合部材3A及び第2の係合部材3Bが架け渡された状態となる。従って、コンクリート52を打設する前に山部62A,62Cに係合部材3A,3Bを係合させて予め設置しておくことで、打設時には、山部62A,62C間に架け渡された部分にて、浮上して来たボイド型枠53を支持することができる(図2参照)。また、金物100は、山部62Bで支持され、金物100のY軸方向における姿勢を維持する支持部材2を備えている。従って、支持部材2は、山部62A,62Cに係合部材3A,3Bを係合させた状態で、山部62Bを利用して金物100の姿勢を維持することができる。このように、溶接等を行わなくとも、山部62A,62Cに対して係合部材3A,3Bを係合させて、支持部材2で支持するだけで金物100をデッキプレート60に設置することができる。また、このように簡易な構造でありながら、コンクリート52の打設時には、第1の係合部材3A及び第2の係合部材3Bによる山部62A,62Cへの係合力によって、浮上するボイド型枠53を十分に支持することができる。以上により、設置に手間がかからない簡易な構造でありながら、十分にボイド型枠53の浮上を防止できる。 The hardware 100 according to the present embodiment includes a first engaging member 3A that engages with the mountain portion 62A and a second engaging member 3B that engages with the mountain portion 62C different from the first engaging member 3A. , Is equipped. Further, the second engaging member 3B is connected to the first engaging member 3A. With such a structure, the first engaging member 3A is engaged with one mountain portion 62A, the second engaging member 3B is engaged with the other mountain portion 62C, and those mountain portions are engaged. Between 62A and 62C, the first engaging member 3A and the second engaging member 3B connected to each other are bridged. Therefore, by engaging the engaging members 3A and 3B with the mountain portions 62A and 62C and installing them in advance before placing the concrete 52, the concrete 52 is bridged between the mountain portions 62A and 62C at the time of placing. At the portion, the floating void formwork 53 can be supported (see FIG. 2). Further, the hardware 100 is supported by the mountain portion 62B, and includes a support member 2 that maintains the posture of the hardware 100 in the Y-axis direction. Therefore, the support member 2 can maintain the posture of the hardware 100 by using the mountain portion 62B in a state where the engaging members 3A and 3B are engaged with the mountain portions 62A and 62C. In this way, the hardware 100 can be installed on the deck plate 60 simply by engaging the engaging members 3A and 3B with the mountain portions 62A and 62C and supporting them with the support member 2 without performing welding or the like. can. Further, despite having such a simple structure, when the concrete 52 is placed, the void type floats due to the engaging force of the first engaging member 3A and the second engaging member 3B on the mountain portions 62A and 62C. The frame 53 can be sufficiently supported. As described above, it is possible to sufficiently prevent the void formwork 53 from floating while having a simple structure that does not require much labor for installation.

また、本実施形態に係る金物100において、第1の係合部材3A及び第2の係合部材3Bは、それぞれの山部62A,62Cに対してX軸方向における外側から係合している。金物100が浮上するボイド型枠53を支持している時は、第1の係合部材3A及び第2の係合部材3Bに対して上向きの力が作用する。この場合、第1の係合部材3A及び第2の係合部材3Bは全体的に上側へ凸となるように変形する。その結果、係合部材3A,3Bにおいて外側から山部62A,62Cに係合している部分は、X軸方向における内側、すなわち山部62A,62Cへ向かう方向へ力が作用する。これにより、係合部材3A,3Bの山部62A,62Cに対する係合力が向上する。 Further, in the hardware 100 according to the present embodiment, the first engaging member 3A and the second engaging member 3B are engaged with the mountain portions 62A and 62C from the outside in the X-axis direction. When the hardware 100 supports the floating void formwork 53, an upward force acts on the first engaging member 3A and the second engaging member 3B. In this case, the first engaging member 3A and the second engaging member 3B are deformed so as to be convex upward as a whole. As a result, a force acts on the portions of the engaging members 3A and 3B that are engaged with the mountain portions 62A and 62C from the outside toward the inner side in the X-axis direction, that is, toward the mountain portions 62A and 62C. As a result, the engaging force of the engaging members 3A and 3B with respect to the mountain portions 62A and 62C is improved.

また、本実施形態に係る金物100において、第1の係合部材3Aに係合される山部62Aと、第2の係合部材3Bに係合される山部62Cとの間には、山部62Bが設けられ、支持部材2は、第1の係合部材3A及び第2の係合部材3Bに係合されない山部62Bに支持される。これにより、支持部材2は、第1の係合部材3Aと第2の係合部材3Bとの間に配置され、且つ、係合部材3A,3Bの係合対象に係る山部62A,62Cの間に配置される山部62Bにて支持される。このような構造とすることで、金物100をデッキプレート60に設置した場合の安定性を向上することができる。 Further, in the hardware 100 according to the present embodiment, there is a mountain portion 62A engaged with the first engaging member 3A and a mountain portion 62C engaged with the second engaging member 3B. A portion 62B is provided, and the support member 2 is supported by a mountain portion 62B that is not engaged with the first engaging member 3A and the second engaging member 3B. As a result, the support member 2 is arranged between the first engaging member 3A and the second engaging member 3B, and the mountain portions 62A and 62C relating to the engaging target of the engaging members 3A and 3B. It is supported by the mountain part 62B arranged between them. With such a structure, the stability when the hardware 100 is installed on the deck plate 60 can be improved.

また、本実施形態に係る金物100は、デッキプレート60にコンクリート52が打設された際に、コンクリート52内で浮上するボイド型枠53の移動を所定領域内に規制する規制部材4を更に備える。これにより、金物100に支持されている状態のボイド型枠53の姿勢を安定させることができる。 Further, the hardware 100 according to the present embodiment further includes a regulating member 4 that regulates the movement of the void formwork 53 floating in the concrete 52 within a predetermined region when the concrete 52 is placed on the deck plate 60. .. As a result, the posture of the void form 53 in a state of being supported by the hardware 100 can be stabilized.

また、本実施形態に係る金物100は、第1の係合部材3Aに係合される山部62Aに対して、第1の係合部材3AからY軸方向における正側に離間した位置にて係合する第3の係合部材3Cと、第3の係合部材3Cと連結され、第2の係合部材3Bに係合される山部62Cに対して、第2の係合部材3BからY軸方向における正側に離間した位置にて係合する第4の係合部材3Dと、を備えている。これにより、金物100は、山部62A,62Cに対して四つの方向にて係合された係合部材3A,3B,3C,3Dを介して、山部62A,62Cで四点支持された状態となる。従って、金物100をデッキプレート60に設置した場合の安定性を向上することができる。なお、四つの方向とは、中心軸線CLを基準として、「X軸方向の負側、Y軸方向の負側(第1の係合部材3A)」、「X軸方向の正側、Y軸方向の負側(第2の係合部材3B)」、「X軸方向の負側、Y軸方向の正側(第3の係合部材3C)」、「X軸方向の正側、Y軸方向の正側(第4の係合部材3D)」である。 Further, the hardware 100 according to the present embodiment is at a position separated from the first engaging member 3A on the positive side in the Y-axis direction with respect to the mountain portion 62A engaged with the first engaging member 3A. From the second engaging member 3B with respect to the mountain portion 62C which is connected to the third engaging member 3C to be engaged and the third engaging member 3C and is engaged with the second engaging member 3B. It includes a fourth engaging member 3D that engages at a position separated from the positive side in the Y-axis direction. As a result, the hardware 100 is supported at four points by the mountain portions 62A and 62C via the engaging members 3A, 3B, 3C and 3D engaged with the mountain portions 62A and 62C in four directions. Will be. Therefore, the stability when the hardware 100 is installed on the deck plate 60 can be improved. The four directions are "negative side in the X-axis direction, negative side in the Y-axis direction (first engaging member 3A)", "positive side in the X-axis direction, and Y-axis" with reference to the central axis CL. Negative side in the direction (second engaging member 3B) "," negative side in the X-axis direction, positive side in the Y-axis direction (third engaging member 3C) "," positive side in the X-axis direction, Y-axis The positive side in the direction (fourth engaging member 3D) ".

また、本実施形態に係る金物100は、山部62Bの上面62aに配置され、金物100の上端部100aと山部62Bの上面62aとを離間させるスペーサ部材1を更に備え、第1の係合部材3A、第2の係合部材3B、第3の係合部材3C、及び第4の係合部材3Dは、スペーサ部材1の上端側に接続される。このようなスペーサ部材1を山部62の上面62aに配置することで、金物100の上端部を山部62Bの上面62aから高い位置に配置することができる。これにより、金物100の上方に設けられるコンクリート52内の鉄筋54を山部62Bに対して高い位置に配置することができる。更に、係合部材3A,3B,3C,3Dがスペーサ部材1の上端側に接続されているため、金物100の高さが高くなっても、当該金物100の上端側が係合部材3A,3B,3C,3Dを介して山部62A,62Cで四点支持された状態となる。これにより、金物100をデッキプレート60に設置した場合の安定性を向上することができる。 Further, the hardware 100 according to the present embodiment is arranged on the upper surface 62a of the mountain portion 62B, further includes a spacer member 1 for separating the upper end portion 100a of the hardware 100 and the upper surface 62a of the mountain portion 62B, and the first engagement. The member 3A, the second engaging member 3B, the third engaging member 3C, and the fourth engaging member 3D are connected to the upper end side of the spacer member 1. By arranging such a spacer member 1 on the upper surface 62a of the mountain portion 62, the upper end portion of the hardware 100 can be arranged at a position higher than the upper surface 62a of the mountain portion 62B. As a result, the reinforcing bar 54 in the concrete 52 provided above the hardware 100 can be arranged at a higher position with respect to the mountain portion 62B. Further, since the engaging members 3A, 3B, 3C, and 3D are connected to the upper end side of the spacer member 1, even if the height of the hardware 100 is increased, the upper end side of the hardware 100 is the engaging member 3A, 3B. It is in a state of being supported at four points by the mountain portions 62A and 62C via 3C and 3D. Thereby, the stability when the hardware 100 is installed on the deck plate 60 can be improved.

また、本実施形態に係る金物100は、山部62Bの上面62aに配置され、金物100の上端部100aと山部62Bの上面62aとを離間させるスペーサ部材1を更に備え、スペーサ部材1は、底側でX軸方向に延びる底辺部36と、底辺部36の両端側から上方へそれぞれ延びる一対の側辺部37A,37Bと、一対の側辺部37A,37Bの上端部から中央側へ向かってそれぞれ延びて、中央側の端部で互いに連結される一対の上辺部38A,38Bと、を備える。このようなスペーサ部材1(枠状部材21A,21B)を山部62Bの上面62aに配置することで、金物100の上端部100aが山部62Bの上面62aから高い位置に配置することができる。これにより、金物100の上方に設けられるコンクリート52内の鉄筋54を山部62Bに対して高い位置に配置することができる。また、スペーサ部材1は、底側でX軸方向に延びる底辺部36を有しているため、山部62Bの上面62aへ配置したときの安定性を向上できる。更に、スペーサ部材1は、当該底辺部36の両端側から上方へ延びる側辺部37A,37B及び上辺部38A,38Bを備えているため、例えば底辺部36の中央位置から一本の部材のみが延びているような構成に比して、山部62Bの上面62aに配置されたときの安定性を向上できる。 Further, the hardware 100 according to the present embodiment is arranged on the upper surface 62a of the mountain portion 62B, further includes a spacer member 1 for separating the upper end portion 100a of the hardware 100 and the upper surface 62a of the mountain portion 62B, and the spacer member 1 is a spacer member 1. The bottom portion 36 extending in the X-axis direction on the bottom side, the pair of side portions 37A and 37B extending upward from both ends of the bottom portion 36, and the pair of side portions 37A and 37B facing toward the center from the upper ends. A pair of upper side portions 38A and 38B, which extend from each other and are connected to each other at the end portion on the central side. By arranging such a spacer member 1 (frame-shaped members 21A, 21B) on the upper surface 62a of the mountain portion 62B, the upper end portion 100a of the hardware 100 can be arranged at a position higher than the upper surface 62a of the mountain portion 62B. As a result, the reinforcing bar 54 in the concrete 52 provided above the hardware 100 can be arranged at a higher position with respect to the mountain portion 62B. Further, since the spacer member 1 has a bottom portion 36 extending in the X-axis direction on the bottom side, stability when arranged on the upper surface 62a of the mountain portion 62B can be improved. Further, since the spacer member 1 includes side side portions 37A, 37B and upper side portions 38A, 38B extending upward from both end sides of the bottom side portion 36, for example, only one member is provided from the center position of the bottom side portion 36. Compared to a configuration that extends, the stability when arranged on the upper surface 62a of the mountain portion 62B can be improved.

本実施形態に係る金物100は、山部62Bの上面62aに配置され、金物100の上端部100aと山部62Bの上面62aとを離間させるスペーサ部材1を備えている。このようなスペーサ部材1を山部62Bの上面62aに配置することで、金物100の上端部100aを山部62Bの上面62aから高い位置に配置することができる。これにより、金物100の上方に設けられるコンクリート52内の鉄筋54を山部62Bに対して高い位置に配置することができる。また、金物100は、スペーサ部材1が配置される山部62BからX軸方向における負側に離間する山部62Aに係合する第1の係合部材3Aと、山部62BからX軸方向における正側に離間する山部62Cに係合する第2の係合部材3Bと、第1の係合部材3Aに係合される山部62Aに対して、第1の係合部材3AからY軸方向における正側に離間した位置にて係合する第3の係合部材3Cと、第2の係合部材3Bに係合される山部62Cに対して、第2の係合部材3BからY軸方向における正側に離間した位置にて係合する第4の係合部材3Dと、を備えている。また、第1の係合部材3A、第2の係合部材3B、第3の係合部材3C、及び第4の係合部材3Dは、スペーサ部材1に接続される。このような構成により、スペーサ部材1は、山部62A,62Cに対して四つの方向にて係合された係合部材3A,3B,3C,3Dを介して、山部62A,62Cで四点支持された状態となる。このように、高さを有するスペーサ部材1が四点支持されているため、X軸方向及びY軸方向(及びX軸方向とY軸方向の間の斜め方向)のいずれの方向から荷重が加わった場合も、当該荷重に抵抗して、スペーサ部材1を支えることができる。また、金物100を取り付ける際も、係合部材3A,3B,3C,3Dを山部62A,62Cに係合させればよいので、溶接等とは異なり、容易に設置することができる。以上により、コンクリート52内で型枠(ここではデッキプレート60)から高い位置に鉄筋54を配置するための金物100において、設置に手間がかからない簡易な構造でありながら、設置時の姿勢の安定性を向上できる。 The hardware 100 according to the present embodiment is arranged on the upper surface 62a of the mountain portion 62B, and includes a spacer member 1 that separates the upper end portion 100a of the hardware 100 from the upper surface 62a of the mountain portion 62B. By arranging such a spacer member 1 on the upper surface 62a of the mountain portion 62B, the upper end portion 100a of the hardware 100 can be arranged at a position higher than the upper surface 62a of the mountain portion 62B. As a result, the reinforcing bar 54 in the concrete 52 provided above the hardware 100 can be arranged at a higher position with respect to the mountain portion 62B. Further, the hardware 100 includes a first engaging member 3A that engages with the mountain portion 62A that is separated from the mountain portion 62B on which the spacer member 1 is arranged on the negative side in the X-axis direction, and the metal portion 100 in the X-axis direction from the mountain portion 62B. The Y-axis from the first engaging member 3A with respect to the second engaging member 3B engaged with the mountain portion 62C separated to the positive side and the mountain portion 62A engaged with the first engaging member 3A. The second engaging member 3B to Y with respect to the third engaging member 3C engaged at a position separated from the positive side in the direction and the mountain portion 62C engaged with the second engaging member 3B. It includes a fourth engaging member 3D that engages at a position separated from the positive side in the axial direction. Further, the first engaging member 3A, the second engaging member 3B, the third engaging member 3C, and the fourth engaging member 3D are connected to the spacer member 1. With such a configuration, the spacer member 1 has four points at the mountain portions 62A and 62C via the engaging members 3A, 3B, 3C and 3D engaged with the mountain portions 62A and 62C in four directions. It will be in a supported state. In this way, since the spacer member 1 having a height is supported at four points, a load is applied from either the X-axis direction or the Y-axis direction (and the diagonal direction between the X-axis direction and the Y-axis direction). Even in this case, the spacer member 1 can be supported by resisting the load. Further, when the hardware 100 is attached, the engaging members 3A, 3B, 3C, and 3D may be engaged with the mountain portions 62A, 62C, so that the fitting members 100 can be easily installed unlike welding or the like. As described above, in the hardware 100 for arranging the reinforcing bar 54 at a position higher than the formwork (here, the deck plate 60) in the concrete 52, the posture stability at the time of installation is stable while having a simple structure that does not require time and effort for installation. Can be improved.

また、本実施形態に係る金物100は、第1の係合部材3Aと第3の係合部材3Cとの間を連結する第1の連結部材6Aと、第2の係合部材3Bと第4の係合部材3Dとの間を連結する第2の連結部材6Bと、を更に備える。これにより、第1の係合部材3Aと第3の係合部材3Cとが、第1の連結部材6Aによって連結されることで、荷重が作用した場合の第1の係合部材3A及び第3の係合部材3Cの変形を抑制できる。また、第2の係合部材3Bと第4の係合部材3Dとが、第2の連結部材6Bによって連結されることで、荷重が作用した場合の第2の係合部材3B及び第4の係合部材3Dの変形を抑制できる。 Further, the hardware 100 according to the present embodiment includes a first connecting member 6A that connects between the first engaging member 3A and the third engaging member 3C, a second engaging member 3B, and a fourth. A second connecting member 6B for connecting to and from the engaging member 3D of the above is further provided. As a result, the first engaging member 3A and the third engaging member 3C are connected by the first connecting member 6A, so that the first engaging member 3A and the third engaging member 3A when a load is applied are applied. Deformation of the engaging member 3C can be suppressed. Further, the second engaging member 3B and the fourth engaging member 3D are connected by the second connecting member 6B, so that the second engaging member 3B and the fourth engaging member 3B and the fourth engaging member 3B when a load is applied are connected. Deformation of the engaging member 3D can be suppressed.

また、本実施形態に係る金物100は、第1の係合部材3Aとの間で山部62AをX軸方向に挟むように配置される第1の受け部材7Aと、第2の係合部材3Bとの間で山部62CをX軸方向に挟むように配置される第2の受け部材7Bと、第3の係合部材3Cとの間で山部62AをX軸方向に挟むように配置される第3の受け部材7Cと、第4の係合部材3Dとの間で山部62CをX軸方向に挟むように配置される第4の受け部材7Dと、を備える。これにより、係合部材3A,3B,3C,3Dが山部62A,62Cから外れそうになった場合に、受け部材7A,7B,7C,7Dが山部62A,62Cを受けることができるため、係合部材3A,3B,3C,3Dの外れを抑制することができる。 Further, the hardware 100 according to the present embodiment has a first receiving member 7A arranged so as to sandwich the mountain portion 62A with the first engaging member 3A in the X-axis direction, and a second engaging member. The mountain portion 62A is arranged so as to be sandwiched in the X-axis direction between the second receiving member 7B arranged so as to sandwich the mountain portion 62C in the X-axis direction with the 3B and the third engaging member 3C. A third receiving member 7C to be formed and a fourth receiving member 7D arranged so as to sandwich the mountain portion 62C in the X-axis direction between the third receiving member 7C and the fourth engaging member 3D are provided. As a result, when the engaging members 3A, 3B, 3C, 3D are about to come off from the mountain portions 62A, 62C, the receiving members 7A, 7B, 7C, 7D can receive the mountain portions 62A, 62C. It is possible to suppress the disengagement of the engaging members 3A, 3B, 3C, and 3D.

また、本実施形態に係る金物100において、第1の係合部材3A、第2の係合部材3B、第3の係合部材3C、及び第4の係合部材3Dは、それぞれの山部62A,62Cに対してX軸方向における外側から係合している。金物100をデッキプレート60に設置した後は、(例えば、作業者や資材が金物をすくい上げるように引っかかる場合など)作業環境によって金物100に対して上向きの力が作用する場合がある。この場合、係合部材3A,3B,3C,3Dは全体的に上側へ凸となるように変形する。その結果、係合部材3A,3B,3C,3Dにおいて外側から山部62A,62Cに係合している部分(フック部)は、X軸方向における内側、すなわち山部62A,62Cへ向かう方向へ力が作用する。これにより、係合部材3A,3B,3C,3Dの山部62A,62Bに対する係合力が向上する。 Further, in the hardware 100 according to the present embodiment, the first engaging member 3A, the second engaging member 3B, the third engaging member 3C, and the fourth engaging member 3D have their respective mountain portions 62A. , 62C is engaged from the outside in the X-axis direction. After the hardware 100 is installed on the deck plate 60 (for example, when a worker or a material is caught so as to scoop up the hardware), an upward force may act on the hardware 100 depending on the working environment. In this case, the engaging members 3A, 3B, 3C, and 3D are deformed so as to be convex upward as a whole. As a result, in the engaging members 3A, 3B, 3C, 3D, the portion (hook portion) engaged with the mountain portions 62A, 62C from the outside is located inside in the X-axis direction, that is, in the direction toward the mountain portions 62A, 62C. Force acts. As a result, the engaging force of the engaging members 3A, 3B, 3C, 3D with respect to the mountain portions 62A, 62B is improved.

[第2実施形態]
第2実施形態に係る金物200について、図5を参照して説明する。第2実施形態に係る金物200は、第1の枠状部材21A、及び第2の枠状部材21Bに代えて、一つの第3の枠状部材21Cを備えている点で、第1実施形態に係る金物100と主に相違する。第3の枠状部材21Cは、上部繋ぎ部材22のY軸方向における中央位置に固定されている。第3の枠状部材21Cの形状は、枠状部材21A,21Bと同様であるため、説明を省略する。また、それに伴い、第1のボイド型枠受け部材20Aは、繋ぎ部材70Aを介して上部繋ぎ部材22に固定されている。第2のボイド型枠受け部材20Bは、繋ぎ部材70Bを介して上部繋ぎ部材22に固定されている。繋ぎ部材70Aは、X軸方向における中央位置に頂部を有するように三角形状に屈曲されており、当該頂部で上部繋ぎ部材22のY軸方向の負側の端部に固定され、X軸方向における両端で第1のボイド型枠受け部材20Aに固定されている。繋ぎ部材70Bは、X軸方向における中央位置に頂部を有するように三角形状に屈曲されており、当該頂部で上部繋ぎ部材22のY軸方向の正側の端部に固定され、X軸方向における両端で第2のボイド型枠受け部材20Aに固定されている。
[Second Embodiment]
The hardware 200 according to the second embodiment will be described with reference to FIG. The hardware 200 according to the second embodiment is provided with one third frame-shaped member 21C in place of the first frame-shaped member 21A and the second frame-shaped member 21B, according to the first embodiment. It is mainly different from the hardware 100 according to the above. The third frame-shaped member 21C is fixed to the central position of the upper connecting member 22 in the Y-axis direction. Since the shape of the third frame-shaped member 21C is the same as that of the frame-shaped members 21A and 21B, the description thereof will be omitted. Along with this, the first void formwork receiving member 20A is fixed to the upper connecting member 22 via the connecting member 70A. The second void formwork receiving member 20B is fixed to the upper connecting member 22 via the connecting member 70B. The connecting member 70A is bent in a triangular shape so as to have a top at the center position in the X-axis direction, and is fixed to the negative end of the upper connecting member 22 in the Y-axis direction at the top, and is fixed in the X-axis direction. Both ends are fixed to the first void formwork receiving member 20A. The connecting member 70B is bent in a triangular shape so as to have a top at the center position in the X-axis direction, and is fixed to the positive end of the upper connecting member 22 in the Y-axis direction at the top, and is fixed in the X-axis direction. It is fixed to the second void formwork receiving member 20A at both ends.

第2実施形態に係る金物200では、第3の枠状部材21Cの一か所のみで山部62Bの上面62aに支持されるため、第3の枠状部材21Cは金物200のY軸方向の姿勢を維持することはできない。よって、第3の枠状部材21Cは、スペーサ部材1として機能するが、支持部材2としては機能しない。よって、第1のボイド型枠受け部材20A、及び第2のボイド型枠受け部材20Bが支持部材2として機能する。 In the hardware 200 according to the second embodiment, since the hardware 200 is supported by the upper surface 62a of the mountain portion 62B only at one place of the third frame-shaped member 21C, the third frame-shaped member 21C is in the Y-axis direction of the hardware 200. You cannot maintain your posture. Therefore, the third frame-shaped member 21C functions as the spacer member 1, but does not function as the support member 2. Therefore, the first void formwork receiving member 20A and the second void formwork receiving member 20B function as the support member 2.

[第3実施形態]
第3実施形態に係る金物300について、図6を参照して説明する。第3実施形態に係る金物300は、第1のボイド型枠受け部材20A、及び第2のボイド型枠受け部材20Bに代えて、一つの第3のボイド型枠受け部材20Cを有する点で、第1実施形態に係る金物100と主に相違する。すなわち、金物300は、第1の係合部材3A及び第2の係合部材3Bのみを有し、第3の係合部材3C及び第4の係合部材3Dを有さない。
[Third Embodiment]
The hardware 300 according to the third embodiment will be described with reference to FIG. The hardware 300 according to the third embodiment has one third void formwork member 20C instead of the first void formwork member 20A and the second void formwork member 20B. It is mainly different from the hardware 100 according to the first embodiment. That is, the hardware 300 has only the first engaging member 3A and the second engaging member 3B, and does not have the third engaging member 3C and the fourth engaging member 3D.

金物300は、第3のボイド型枠受け部材20Cと、繋ぎ部材72と、繋ぎ部材73と、を備える。第3のボイド型枠受け部材20Cは、金物300のY軸方向における中央位置に配置されている点以外、ボイド型枠受け部材20A,20Bと同趣旨の構成を有する。 The hardware 300 includes a third void formwork receiving member 20C, a connecting member 72, and a connecting member 73. The third void formwork receiving member 20C has the same configuration as the void formwork receiving members 20A and 20B except that the hardware 300 is arranged at the center position in the Y-axis direction.

繋ぎ部材72は、第3のボイド型枠受け部材20Cの水平部31よりも高い位置にて、X軸方向における中央位置でY軸方向に延びる水平部74と、水平部74のY軸方向における負側の端部から、下方へ向かって延びる脚部75Aと、水平部74のY軸方向における正側の端部から、下方へ向かって延びる脚部75Bと、を備える。なお、脚部75A,75Bの下端部は、Y軸方向の外側へ屈曲している。水平部74のY軸方向における中央位置は、繋ぎ部材73を介して第3のボイド型枠受け部材20Cと連結されている。脚部75A,75Bの下端部は、山部62Bの上面62aに支持される。このような繋ぎ部材72は、一対のみの係合部材3A,3Bしか設けられていない場合に、金物300のY軸方向への姿勢を維持する支持部材2として機能する。 The connecting member 72 has a horizontal portion 74 extending in the Y-axis direction at a central position in the X-axis direction at a position higher than the horizontal portion 31 of the third void type frame receiving member 20C, and a horizontal portion 74 in the Y-axis direction. A leg portion 75A extending downward from the negative end portion and a leg portion 75B extending downward from the positive end portion of the horizontal portion 74 in the Y-axis direction are provided. The lower ends of the legs 75A and 75B are bent outward in the Y-axis direction. The central position of the horizontal portion 74 in the Y-axis direction is connected to the third void formwork receiving member 20C via the connecting member 73. The lower ends of the legs 75A and 75B are supported by the upper surface 62a of the mountain portion 62B. Such a connecting member 72 functions as a support member 2 that maintains the posture of the hardware 300 in the Y-axis direction when only a pair of engaging members 3A and 3B are provided.

繋ぎ部材73は、繋ぎ部材72の水平部74からX軸方向における外側へ向かって斜め下方へ延びる傾斜部76A,76Bと、傾斜部76A,76Bの下端部から、X軸方向における内側へ向かって斜め下方へ延びる受け部77A,77Bと、を備えている。傾斜部76A,76Bと受け部77A,77Bとの結合位置にて、第3のボイド型枠受け部材20Cの水平部31に固定されている。受け部77A,77Bは、傾斜部32A,32Bとの間で、浮上するボイド型枠53のX軸方向の移動を規制する。すなわち、傾斜部32A,32Bは、規制部材4として機能する。 The connecting member 73 has inclined portions 76A and 76B extending diagonally downward from the horizontal portion 74 of the connecting member 72 toward the outside in the X-axis direction, and from the lower ends of the inclined portions 76A and 76B toward the inside in the X-axis direction. It is provided with receiving portions 77A and 77B extending diagonally downward. It is fixed to the horizontal portion 31 of the third void formwork receiving member 20C at the joint position between the inclined portions 76A and 76B and the receiving portions 77A and 77B. The receiving portions 77A and 77B regulate the movement of the floating void formwork 53 in the X-axis direction with the inclined portions 32A and 32B. That is, the inclined portions 32A and 32B function as the regulating member 4.

[第4実施形態]
第4実施形態に係る金物400について図7及び図8を参照して説明する。第4実施形態に係る金物400は、繋ぎ部材73に代えて繋ぎ部材78A,78Bを有する点で、第3実施形態に係る金物300と相違する。繋ぎ部材78Aは、傾斜部81、傾斜部82、垂直部83、及び押さえ部84を備えている。傾斜部81は、繋ぎ部材72の水平部74のY軸方向における負側の端部側から、X軸方向の負側及びY軸方向の正側へ向かって下方へ第3のボイド型枠受け部材20Cの水平部31まで延びている。傾斜部82は、傾斜部81の下端部から、X軸方向の正側及びY軸方向の正側へ向かって下方へ向かって延びている。傾斜部82の下端部は、中心軸線CLよりもX軸方向の負側に離間した位置に配置される。垂直部83は、傾斜部82の下端部から下方へ向かって延びる。垂直部83は、山部62Bの拡大部64の位置まで延びる。押さえ部84は、垂直部83の下端部からX軸方向の正側へ向けて下方へ延びる。押さえ部84は、山部62Bの垂直部63をX軸方向の負側から押さえる。繋ぎ部材78Bは、繋ぎ部材78Aを中心軸線CLを中心として180°回転させたときの配置となる。これにより、繋ぎ部材78Bは、山部62Bの垂直部63をX軸方向の正側から押さえる。繋ぎ部材78Bは、繋ぎ部材78Aと同趣旨の構成を有するので説明を省略する。繋ぎ部材78A,78Bの垂直部83,83は、傾斜部32A,32Bとの間で、浮上するボイド型枠53のX軸方向の移動を規制する。すなわち、垂直部83,83は、規制部材4として機能する。
[Fourth Embodiment]
The hardware 400 according to the fourth embodiment will be described with reference to FIGS. 7 and 8. The hardware 400 according to the fourth embodiment is different from the hardware 300 according to the third embodiment in that it has the connecting members 78A and 78B instead of the connecting member 73. The connecting member 78A includes an inclined portion 81, an inclined portion 82, a vertical portion 83, and a holding portion 84. The inclined portion 81 is a third void mold receiver downward from the negative end side of the horizontal portion 74 of the connecting member 72 in the Y-axis direction toward the negative side in the X-axis direction and the positive side in the Y-axis direction. It extends to the horizontal portion 31 of the member 20C. The inclined portion 82 extends downward from the lower end portion of the inclined portion 81 toward the positive side in the X-axis direction and the positive side in the Y-axis direction. The lower end portion of the inclined portion 82 is arranged at a position separated from the central axis CL on the negative side in the X-axis direction. The vertical portion 83 extends downward from the lower end portion of the inclined portion 82. The vertical portion 83 extends to the position of the enlarged portion 64 of the mountain portion 62B. The pressing portion 84 extends downward from the lower end portion of the vertical portion 83 toward the positive side in the X-axis direction. The pressing portion 84 presses the vertical portion 63 of the mountain portion 62B from the negative side in the X-axis direction. The connecting member 78B is arranged when the connecting member 78A is rotated by 180 ° about the central axis CL. As a result, the connecting member 78B presses the vertical portion 63 of the mountain portion 62B from the positive side in the X-axis direction. Since the connecting member 78B has the same structure as the connecting member 78A, the description thereof will be omitted. The vertical portions 83, 83 of the connecting members 78A, 78B restrict the movement of the floating void formwork 53 in the X-axis direction with the inclined portions 32A, 32B. That is, the vertical portions 83 and 83 function as the regulating member 4.

[第5実施形態]
第5実施形態に係る金物500を用いた、ボイド型枠53の支持構造250について、図10及び図11を参照して説明する。支持構造250は、金物500と、下金物251と、を備える。金物500は、第1実施形態に係る金物100と略同趣旨の構成を有している。従って、金物500は、山部62Aに係合する第1の係合部材3Aと、第1の係合部材3Aとは異なる山部62Cに係合する第2の係合部材3Bと、を備えている。第2の係合部材3Bは第1の係合部材3Aと連結されている。また、金物500は、山部62Aに係合する第3の係合部材3Cと、第3の係合部材3Cとは異なる山部62Cに係合する第4の係合部材3Dと、を備えている。また、第4の係合部材3Dは第3の係合部材3Cと連結されている。
[Fifth Embodiment]
The support structure 250 of the void formwork 53 using the hardware 500 according to the fifth embodiment will be described with reference to FIGS. 10 and 11. The support structure 250 includes a hardware 500 and a lower hardware 251. The hardware 500 has a configuration having substantially the same meaning as the hardware 100 according to the first embodiment. Therefore, the hardware 500 includes a first engaging member 3A that engages with the mountain portion 62A, and a second engaging member 3B that engages with the mountain portion 62C that is different from the first engaging member 3A. ing. The second engaging member 3B is connected to the first engaging member 3A. Further, the hardware 500 includes a third engaging member 3C that engages with the mountain portion 62A, and a fourth engaging member 3D that engages with the mountain portion 62C different from the third engaging member 3C. ing. Further, the fourth engaging member 3D is connected to the third engaging member 3C.

下金物251は、デッキプレート60に取り付けられ、ボイド型枠53を支持する金物である。下金物251は、係合部材3A,3Cが係合する山部62Aと、係合部材3B,3Dが係合する山部62Cとの間に架け渡され、当該山部62A,62C間にてボイド型枠53を支持する。下金物251は、Y軸方向において、金物500に対してずれる位置に配置される(図10参照)。なお、本実施形態では、下金物251は、金物500に対してY軸方向の正側へずれた位置に配置されている。ただし、下金物251の金物500に対する位置は特に限定されるものではなく、どのように配置されてもよい。例えば、下金物251は、金物500に対してY軸方向の負側へずれた位置に配置されてもよく、金物500の直下に配置されてもよい。 The lower metal fitting 251 is a metal fitting that is attached to the deck plate 60 and supports the void formwork 53. The lower metal fitting 251 is bridged between the mountain portion 62A to which the engaging members 3A and 3C are engaged and the mountain portion 62C to which the engaging members 3B and 3D are engaged, and is sandwiched between the mountain portions 62A and 62C. Supports the void formwork 53. The lower hardware 251 is arranged at a position deviated from the hardware 500 in the Y-axis direction (see FIG. 10). In the present embodiment, the lower metal fitting 251 is arranged at a position shifted to the positive side in the Y-axis direction with respect to the metal fitting 500. However, the position of the lower hardware 251 with respect to the hardware 500 is not particularly limited, and may be arranged in any way. For example, the lower hardware 251 may be arranged at a position shifted to the negative side in the Y-axis direction with respect to the hardware 500, or may be arranged directly below the hardware 500.

下金物251は、山部62A,62B,62C上に架け渡されるようにX軸方向に延びる線材によって構成される。下金物251は、中継部261,262A,262Bと、位置決め部264A,264Bと、係合部266A,266Bと、を有する。なお、係合部266A,266Bは適宜省略されてもよい。 The lower metal fitting 251 is composed of a wire rod extending in the X-axis direction so as to be bridged over the mountain portions 62A, 62B, 62C. The lower metal fitting 251 has relay portions 261,262A and 262B, positioning portions 264A and 264B, and engaging portions 266A and 266B. The engaging portions 266A and 266B may be omitted as appropriate.

中継部261は、位置決め部264Aと位置決め部264Bとを中継する部分である。中継部261は、中央の山部62B上で支持される。中継部262Aは、位置決め部264Aと係合部266Aとを中継する部分である。中継部262Aは、X軸方向の負側の山部62A上で支持される。中継部262Bは、位置決め部264Bと係合部266Bとを中継する部分である。中継部262Bは、X軸方向の正側の山部62C上で支持される。本実施形態では、中継部261,262A,262Bは、X軸方向に真っ直ぐに延びている。 The relay unit 261 is a portion that relays the positioning unit 264A and the positioning unit 264B. The relay portion 261 is supported on the central mountain portion 62B. The relay unit 262A is a portion that relays the positioning unit 264A and the engaging unit 266A. The relay portion 262A is supported on the mountain portion 62A on the negative side in the X-axis direction. The relay unit 262B is a portion that relays the positioning unit 264B and the engaging unit 266B. The relay portion 262B is supported on the mountain portion 62C on the positive side in the X-axis direction. In the present embodiment, the relay portions 261,262A and 262B extend straight in the X-axis direction.

位置決め部264A,264Bは、X軸方向におけるボイド型枠53の位置決めを行う。位置決め部264Aは、山部62Aと山部62Bとの間で、ボイド型枠53の位置決めを行う。位置決め部264Aは、金物500のボイド型枠受け部材20A,20Bの傾斜部32A及び水平部31と、枠状部材21A,21Bと、で囲まれる位置にボイド型枠53を位置決めする。位置決め部264Bは、金物500のボイド型枠受け部材20A,20Bの傾斜部32B及び水平部31と、枠状部材21A,21Bと、で囲まれる位置にボイド型枠53を位置決めする。位置決め部264A,264Bは、水平部31から下方へ離間した位置にて、ボイド型枠53を位置決めする。 The positioning portions 264A and 264B position the void formwork 53 in the X-axis direction. The positioning unit 264A positions the void formwork 53 between the mountain portion 62A and the mountain portion 62B. The positioning portion 264A positions the void formwork 53 at a position surrounded by the inclined portions 32A and the horizontal portions 31 of the void formwork receiving members 20A and 20B of the hardware 500 and the frame-shaped members 21A and 21B. The positioning portion 264B positions the void formwork 53 at a position surrounded by the inclined portions 32B and the horizontal portions 31 of the void formwork receiving members 20A and 20B of the hardware 500 and the frame-shaped members 21A and 21B. The positioning portions 264A and 264B position the void formwork 53 at positions separated downward from the horizontal portion 31.

位置決め部264A,264Bは、下金物251を構成する部材が下方へ向かって凹となることによって構成される。位置決め部264A,264Bは、X軸方向に延びる線材を当該X軸方向の中途位置で屈曲させることによって構成される。位置決め部264A,264Bは、下方へ向かって凹となるV字状の形状を有している。位置決め部264Aは、中継部261との間の角部、及び中継部262Aとの間の角部をボイド型枠53の側周面に当接させることにより、当該ボイド型枠53を位置決めする。位置決め部264Bは、中継部261との間の角部、及び中継部262Bとの間の角部をボイド型枠53の側周面に当接させることにより、当該ボイド型枠53を位置決めする。すなわち、位置決め部264A,264Bは、二点支持によってボイド型枠53を位置決めする。 The positioning portions 264A and 264B are configured by the members constituting the lower metal fitting 251 becoming concave downward. The positioning portions 264A and 264B are configured by bending a wire rod extending in the X-axis direction at an intermediate position in the X-axis direction. The positioning portions 264A and 264B have a V-shaped shape that is concave downward. The positioning unit 264A positions the void formwork 53 by bringing the corner portion between the relay portion 261 and the relay portion 262A into contact with the side peripheral surface of the void formwork 53. The positioning unit 264B positions the void formwork 53 by bringing the corners between the relay unit 261 and the relay unit 262B into contact with the side peripheral surface of the void formwork 53. That is, the positioning portions 264A and 264B position the void formwork 53 by two-point support.

なお、位置決め部264A、264Bの開口部分、すなわちV字状をなす部分の上端部分のX軸方向における寸法を「a」とし、ボイド型枠53の直径を「D」とした場合、「1/3≦a/D≦1」という関係が成り立つことが好ましい。これにより、ボイド型枠53は、転がることなどがないように、位置決め部264A,264Bにて位置決めされる。 When the dimension of the opening portion of the positioning portions 264A and 264B, that is, the upper end portion of the V-shaped portion in the X-axis direction is "a", and the diameter of the void form 53 is "D", "1 /". It is preferable that the relationship "3 ≦ a / D ≦ 1" is established. As a result, the void formwork 53 is positioned by the positioning portions 264A and 264B so as not to roll.

位置決め部264A,264Bの底部は、V字状に屈曲している。そこで、図示しないが、位置決め部264A,264Bの各底部には、耐火補強筋を配置してもよい。耐火補強筋が配置される場合、位置決め部264Aの耐火補強筋は、山部62Aと山部62Bとの間の空間をY軸方向に延びる。位置決め部264Bの耐火補強筋は、山部62Bと山部62Cとの間の空間をY軸方向に延びる。位置決め部264A,264Bの耐火補強筋は、図示されない他の下金物の位置決め部に支持される。 The bottom portions of the positioning portions 264A and 264B are bent in a V shape. Therefore, although not shown, fireproof reinforcing bars may be arranged at the bottoms of the positioning portions 264A and 264B. When the refractory reinforcing bar is arranged, the refractory reinforcing bar of the positioning portion 264A extends in the space between the mountain portion 62A and the mountain portion 62B in the Y-axis direction. The refractory reinforcing bar of the positioning portion 264B extends in the space between the mountain portion 62B and the mountain portion 62C in the Y-axis direction. The refractory reinforcing bars of the positioning portions 264A and 264B are supported by the positioning portions of other lower hardware (not shown).

係合部266Aは、X軸方向の負側の山部62Aと係合する。係合部266Aは、金物100のフック部34Aと同趣旨の構成を有している。すなわち、係合部266Aは、山部62Aの上面62aをX軸方向の負側の端部から周りこんで、拡大部64のX軸方向の負側の側面64aと対向するように配置される。係合部266Bは、X軸方向の正側の山部62Cと係合する。係合部266Bは、金物100のフック部34Bと同趣旨の構成を有している。すなわち、係合部266Bは、山部62Cの上面62aをX軸方向の正側の端部から周りこんで、拡大部64のX軸方向の正側の側面64aと対向するように配置される。 The engaging portion 266A engages with the mountain portion 62A on the negative side in the X-axis direction. The engaging portion 266A has a configuration to the same effect as the hook portion 34A of the hardware 100. That is, the engaging portion 266A is arranged so as to wrap around the upper surface 62a of the mountain portion 62A from the end portion on the negative side in the X-axis direction and face the side surface 64a on the negative side in the X-axis direction of the enlarged portion 64. .. The engaging portion 266B engages with the mountain portion 62C on the positive side in the X-axis direction. The engaging portion 266B has the same configuration as the hook portion 34B of the hardware 100. That is, the engaging portion 266B is arranged so as to wrap around the upper surface 62a of the mountain portion 62C from the end portion on the positive side in the X-axis direction and face the side surface 64a on the positive side in the X-axis direction of the enlarged portion 64. ..

以上の様に、本実施形態に係る支持構造250の金物500は、山部62Aに係合する第1の係合部材3Aと、第1の係合部材3Aとは異なる山部62Cに係合する第2の係合部材3Bと、を備えている。また、第2の係合部材3Bは第1の係合部材3Aと連結されている。このような構造により、一の山部62Aに対して第1の係合部材3Aが係合され、他の山部62Cに対して第2の係合部材3Bが係合され、それらの山部62A,62C間では互いに連結された第1の係合部材3A及び第2の係合部材3Bが架け渡された状態となる。従って、コンクリートを打設する前に各山部62A,62Cに係合部材3A,3Bを係合させて予め設置しておくことで、打設時には、各山部62A,62C間に架け渡された部分にて、浮上して来た一対のボイド型枠53を支持することができる。 As described above, the hardware 500 of the support structure 250 according to the present embodiment engages the first engaging member 3A that engages with the mountain portion 62A and the mountain portion 62C that is different from the first engaging member 3A. The second engaging member 3B and the like are provided. Further, the second engaging member 3B is connected to the first engaging member 3A. With such a structure, the first engaging member 3A is engaged with one mountain portion 62A, the second engaging member 3B is engaged with the other mountain portion 62C, and those mountain portions are engaged. Between 62A and 62C, the first engaging member 3A and the second engaging member 3B connected to each other are bridged. Therefore, by engaging the engaging members 3A and 3B with the mountain portions 62A and 62C and installing them in advance before placing the concrete, the concrete is bridged between the mountain portions 62A and 62C at the time of placing. A pair of void formwork 53 that has emerged can be supported at the portion.

ここで、図11の仮想線で示すように、コンクリートを打設する前にデッキプレート60の底面部61の上にボイド型枠53を設置した場合について説明する。この場合、山部62Aと山部62Bとの間の空間において、ボイド型枠53が底面部61上に設置される。山部62Bと山部62Cとの間の空間において、ボイド型枠53が底面部61上に設置される。このような配置の場合、山部62A,62B,62Cとボイド型枠53との間の隙間が小さくなる。すなわち、山部62Aと山部62Bとの間の空間、及び山部62Bと山部62Cとの間の空間にコンクリートが入り込みにくくなる。これにより、ボイド型枠53の下側にコンクリートを充填し難くなる場合があった。または、コンクリートが撹拌し難くなる場合があった。このように、コンクリートがボイド型枠53の下部に適切に充填できない場合、ボイド型枠53を所定の位置に固定できないだけでなく、コンクリートの打設不良にもつながる。 Here, as shown by the virtual line of FIG. 11, a case where the void formwork 53 is installed on the bottom surface portion 61 of the deck plate 60 before the concrete is placed will be described. In this case, the void formwork 53 is installed on the bottom surface portion 61 in the space between the mountain portion 62A and the mountain portion 62B. In the space between the mountain portion 62B and the mountain portion 62C, the void formwork 53 is installed on the bottom surface portion 61. In such an arrangement, the gap between the mountain portions 62A, 62B, 62C and the void formwork 53 becomes small. That is, it becomes difficult for concrete to enter the space between the mountain portion 62A and the mountain portion 62B and the space between the mountain portion 62B and the mountain portion 62C. This may make it difficult to fill the underside of the void formwork 53 with concrete. Or, the concrete may be difficult to stir. As described above, when the concrete cannot be properly filled in the lower part of the void formwork 53, not only the void formwork 53 cannot be fixed in a predetermined position but also the concrete is poorly placed.

これに対し、本実施形態に係る支持構造250は、デッキプレート60に取り付けられ、ボイド型枠53を支持する下金物251を備える。下金物251は、第1の係合部材3Aが係合する山部62Aと、第2の係合部材3Bが係合する山部62Cとの間に架け渡され、当該山部62A,62C間にてボイド型枠53を支持する。従って、下金物251は、デッキプレート60の底面部61よりも上側の位置でボイド型枠53を支持し、当該ボイド型枠53の下側にコンクリートを充填し易い状態とすることができる。具体的には、一方のボイド型枠53と山部62A,62Bとの間の隙間、他方のボイド型枠53と山部62B,62Cとの間の隙間、及び両側のボイド型枠53と底面部61との間の隙間が十分に大きくなる。そのため、各隙間へコンクリートが流れ込みやすくなるため、コンクリートの流動及び撹拌が容易となる。従って、コンクリート打設中にボイド型枠53に適切な浮力が生じ、施工品質を確保することができる。以上により、設置に手間がかからない簡易な構造でありながら、十分にボイド型枠53の浮上を防止できる。 On the other hand, the support structure 250 according to the present embodiment includes a lower metal fitting 251 that is attached to the deck plate 60 and supports the void formwork 53. The lower metal fitting 251 is bridged between the mountain portion 62A with which the first engaging member 3A is engaged and the mountain portion 62C with which the second engaging member 3B is engaged, and is between the mountain portions 62A and 62C. Supports the void formwork 53 at. Therefore, the lower metal fitting 251 can support the void formwork 53 at a position above the bottom surface portion 61 of the deck plate 60, and can easily fill the lower side of the void formwork 53 with concrete. Specifically, the gap between one void formwork 53 and the mountain portions 62A, 62B, the gap between the other void formwork 53 and the mountain portions 62B, 62C, and the void formwork 53 and the bottom surface on both sides. The gap between the portion 61 and the portion 61 becomes sufficiently large. Therefore, the concrete easily flows into each gap, and the flow and stirring of the concrete become easy. Therefore, an appropriate buoyancy is generated in the void formwork 53 during concrete placement, and the construction quality can be ensured. As described above, it is possible to sufficiently prevent the void formwork 53 from floating while having a simple structure that does not require much labor for installation.

また、本実施形態に係る支持構造250において、下金物251は、X軸方向におけるボイド型枠53の位置決めを行う位置決め部264A,264Bを有する。これにより、下金物251がボイド型枠53を支持したときに、ボイド型枠53の位置がずれることを抑制することができる。 Further, in the support structure 250 according to the present embodiment, the lower metal fitting 251 has positioning portions 264A and 264B for positioning the void formwork 53 in the X-axis direction. Thereby, when the lower metal fitting 251 supports the void formwork 53, it is possible to prevent the position of the void formwork 53 from being displaced.

また、本実施形態に係る支持構造250において、位置決め部264A,264Bは、下金物251が下方へ向かって凹となることによって構成される。これにより、下金物251に追加の部材を設けることなく、ボイド型枠53を位置決めすることができる。更に、位置決め部264A,264Bの底部に耐火補強筋を配置することもできるため、耐火補強筋がボイド型枠53と干渉しない位置に配置される。これにより、ボイド型枠53が耐火補強筋と接触することで配置を乱すことを回避できる。また、耐火補強筋専用のスペーサを別途設けることを不要とすることができる。 Further, in the support structure 250 according to the present embodiment, the positioning portions 264A and 264B are configured by the lower metal fitting 251 becoming concave downward. As a result, the void formwork 53 can be positioned without providing an additional member on the lower metal fitting 251. Further, since the refractory reinforcing bars can be arranged at the bottoms of the positioning portions 264A and 264B, the refractory reinforcing bars are arranged at positions where they do not interfere with the void form 53. As a result, it is possible to prevent the void formwork 53 from coming into contact with the refractory reinforcing bars and disturbing the arrangement. Further, it is not necessary to separately provide a spacer dedicated to the refractory reinforcing bar.

また、本実施形態に係る支持構造250において、下金物251は、山部62A,62Cと係合する係合部266A,266Bを有する。これにより、下金物251が山部62A,62Cに対してずれることを抑制することができる。 Further, in the support structure 250 according to the present embodiment, the lower metal fitting 251 has engaging portions 266A and 266B that engage with the mountain portions 62A and 62C. As a result, it is possible to prevent the lower metal fitting 251 from shifting with respect to the mountain portions 62A and 62C.

以上、本発明に係る実施形態について説明したが、本発明は上述の実施形態に限定されるものではない。すなわち、本発明の趣旨を逸脱しない範囲で、線材の組み合わせや各線材の形状は適宜変更してもよい。 Although the embodiments according to the present invention have been described above, the present invention is not limited to the above-described embodiments. That is, the combination of wire rods and the shape of each wire rod may be appropriately changed without departing from the spirit of the present invention.

例えば、係合部材3のうち、山部と係合する部分を構成するフック部は、どのような形状であってもよい。また、上述の実施形態では、係合部材3は山部に対してX軸方向における外側から係合していたが、図9(a)に示すように内側から係合してもよい。図9(a)は第1の係合部材に対応する部分の拡大図である。このフック部150は、山部62Aの上面62aをX軸方向における内側へ延びる水平部149の先端から、下方へ延びて、拡大部64のX軸方向における内側の側面64bに係合する。例えば、金物100に対して上方から下方へ向かって押し付けるような力が作用した場合、ボイド型枠受け部材の全体が下方へ押し付けられることとなる。この場合、ボイド型枠受け部材はX軸方向の外側へ向かって全体的に広がるように変形する。従って、山部62に対してX軸方向の内側から係合している係合部材は、より強固に山部62に係合される。 For example, the hook portion of the engaging member 3 that constitutes the portion that engages with the mountain portion may have any shape. Further, in the above-described embodiment, the engaging member 3 is engaged with the mountain portion from the outside in the X-axis direction, but may be engaged from the inside as shown in FIG. 9A. FIG. 9A is an enlarged view of a portion corresponding to the first engaging member. The hook portion 150 extends downward from the tip of the horizontal portion 149 extending inward in the X-axis direction on the upper surface 62a of the mountain portion 62A, and engages with the inner side surface 64b of the enlarged portion 64 in the X-axis direction. For example, when a force that pushes the hardware 100 from above to below acts, the entire void formwork receiving member is pushed downward. In this case, the void formwork receiving member is deformed so as to spread outward in the X-axis direction as a whole. Therefore, the engaging member that is engaged with the mountain portion 62 from the inside in the X-axis direction is more firmly engaged with the mountain portion 62.

更に、図9(b)に示すように、L字状のフック部151を採用してよい。また、図9(c)に示すように、鈍角に屈曲するフック部152を採用してよい。また、山部の形状は特に限定されず、当該山部の形状に合わせて係合部材のフック部の形状を設定してよい。例えば、図9(d)に示すように、山部164の側面164aが傾斜し、当該側面164aの下端に凸部164bが形成されているものであった場合、フック部153は、側面164aに沿って傾斜し、下端部が凸部164bに引っかかるように屈曲していてよい。 Further, as shown in FIG. 9B, an L-shaped hook portion 151 may be adopted. Further, as shown in FIG. 9C, a hook portion 152 that bends at an obtuse angle may be adopted. Further, the shape of the mountain portion is not particularly limited, and the shape of the hook portion of the engaging member may be set according to the shape of the mountain portion. For example, as shown in FIG. 9D, when the side surface 164a of the mountain portion 164 is inclined and the convex portion 164b is formed at the lower end of the side surface 164a, the hook portion 153 is attached to the side surface 164a. It may be inclined along and bent so that the lower end portion is caught by the convex portion 164b.

上述の実施形態に係る金物は、三つの山部62に対して取り付けられていた。これに代えて、二つの山部62に取り付けられる金物を採用してもよい。この場合、支持部材2は、係合部材3が係合される山部に支持されることとなる。 The hardware according to the above-described embodiment was attached to the three mountain portions 62. Instead of this, hardware attached to the two mountain portions 62 may be adopted. In this case, the support member 2 is supported by the mountain portion to which the engaging member 3 is engaged.

上述の実施形態では、規制部材4によって、ボイド型枠53のX軸方向における移動が規制されていた。しかし、規制部材4に該当する構成は省略されてもよい。すなわち、少なくともボイド型枠53の浮上が防止できればよい。また、受け部材7も省略してよい。 In the above-described embodiment, the movement of the void formwork 53 in the X-axis direction is restricted by the regulating member 4. However, the configuration corresponding to the regulation member 4 may be omitted. That is, it suffices if at least the floating of the void formwork 53 can be prevented. Further, the receiving member 7 may also be omitted.

下金物の形状は、図10及び図11に示すものに限られない。例えば、図12に示す支持構造350のような下金物351を採用してもよい。下金物351の中継部361,362A,362Bは、位置決め部264A,264Bの位置が高くなるように傾斜している。具体的には、中継部362Aは、山部62Aに支持される部分から位置決め部264Aへ向かって上側へ持ち上がるように傾斜する。中継部362Bは、山部62Cに支持される部分から位置決め部264Bへ向かって上側へ持ち上がるように傾斜する。中継部361は、X軸方向における中央位置(山部62Bに支持される部分)から位置決め部264Aへ向かって上側へ持ち上がるように傾斜し、且つ、位置決め部264Bへ向かって上側へ持ち上がるように傾斜する。 The shape of the metal fitting is not limited to that shown in FIGS. 10 and 11. For example, a lower metal fitting 351 such as the support structure 350 shown in FIG. 12 may be adopted. The relay portions 361, 362A and 362B of the lower metal fitting 351 are inclined so that the positions of the positioning portions 264A and 264B are high. Specifically, the relay portion 362A is inclined so as to be lifted upward from the portion supported by the mountain portion 62A toward the positioning portion 264A. The relay portion 362B is inclined so as to be lifted upward from the portion supported by the mountain portion 62C toward the positioning portion 264B. The relay portion 361 is inclined so as to be lifted upward toward the positioning portion 264A from the central position (the portion supported by the mountain portion 62B) in the X-axis direction, and is inclined so as to be lifted upward toward the positioning portion 264B. do.

また、下金物の位置決め部は、図10~図12に示すように、線材をV字状に屈曲させたものに限定されない。例えば、位置決め部は、線材を矩形状、その他多角形状に屈曲させた形状を有していてもよい。また、位置決め部は、X軸方向に延びる線材に別部材を取り付けることによって構成されてもよい。例えば、位置決め部は、X軸方向に延びる線材に対し、X軸方向に互いに離間した状態で上方へ延びる一対の位置決め部材を取り付けることによって構成されてよい。この場合、ボイド型枠53は、一対の位置決め部材の間で位置決めされる。ただし、線材を屈曲させることで位置決め部を構成した場合、部材数を低減できると共に、下側で耐火補強筋を配置できるという効果を得ることができる。 Further, the positioning portion of the lower metal fitting is not limited to the one in which the wire rod is bent in a V shape as shown in FIGS. 10 to 12. For example, the positioning portion may have a shape in which the wire rod is bent into a rectangular shape or another polygonal shape. Further, the positioning portion may be configured by attaching another member to a wire rod extending in the X-axis direction. For example, the positioning portion may be configured by attaching a pair of positioning members extending upward in a state of being separated from each other in the X-axis direction with respect to the wire rod extending in the X-axis direction. In this case, the void formwork 53 is positioned between the pair of positioning members. However, when the positioning portion is configured by bending the wire rod, it is possible to obtain the effect that the number of members can be reduced and the refractory reinforcing bar can be arranged on the lower side.

1…スペーサ部材、2…支持部材、3A…第1の係合部材、3B…第2の係合部材、3C…第3の係合部材、3D…第4の係合部材、4…規制部材、6A…第1の連結部材、6B…第2の連結部材、7A…第1の受け部材、7B…第2の受け部材、7C…第3の受け部材、7D…第4の受け部材、52…コンクリート、53…ボイド型枠、60…デッキプレート、62…山部、100,200,300,400…金物。
1 ... Spacer member, 2 ... Support member, 3A ... First engagement member, 3B ... Second engagement member, 3C ... Third engagement member, 3D ... Fourth engagement member, 4 ... Regulatory member , 6A ... 1st connecting member, 6B ... 2nd connecting member, 7A ... 1st receiving member, 7B ... 2nd receiving member, 7C ... 3rd receiving member, 7D ... 4th receiving member, 52 ... Concrete, 53 ... Void formwork, 60 ... Deck plate, 62 ... Yamabe, 100, 200, 300, 400 ... Hardware.

Claims (11)

第1の方向に互いに離間するように配列され、上方へ突出して前記第1の方向と直交する水平方向である第2の方向に延びる複数の山部を有するデッキプレートに取り付けられる金物であって、
前記山部に係合する第1の係合部材と、
前記第1の係合部材と連結され、前記第1の係合部材とは異なる前記山部に係合する第2の係合部材と、
前記山部で支持され、前記金物の前記第2の方向における姿勢を維持する支持部材と、を備える、金物。
A hardware that is arranged so as to be separated from each other in the first direction, and is attached to a deck plate having a plurality of peaks extending upward and extending in a second direction which is a horizontal direction orthogonal to the first direction. ,
The first engaging member that engages with the mountain portion and
A second engaging member that is connected to the first engaging member and engages with the mountain portion that is different from the first engaging member.
A hardware that is supported by the mountain portion and includes a support member that maintains the posture of the hardware in the second direction.
前記第1の係合部材及び前記第2の係合部材は、それぞれの前記山部に対して前記第1の方向における外側から係合する、請求項1に記載の金物。 The hardware according to claim 1, wherein the first engaging member and the second engaging member engage with each of the mountain portions from the outside in the first direction. 前記第1の係合部材に係合される前記山部と、前記第2の係合部材に係合される前記山部との間には、少なくとも一つの前記山部が設けられ、
前記支持部材は、前記第1の係合部材及び前記第2の係合部材に係合されない前記山部に支持される、請求項1又は2に記載の金物。
At least one mountain portion is provided between the mountain portion engaged with the first engaging member and the mountain portion engaged with the second engaging member.
The hardware according to claim 1 or 2, wherein the support member is supported by the first engaging member and the mountain portion that is not engaged with the second engaging member.
前記デッキプレートにコンクリートが打設された際に、前記コンクリート内で浮上するボイド型枠の移動を所定領域内に規制する規制部材を更に備える、請求項3に記載の金物。 The hardware according to claim 3, further comprising a regulating member that regulates the movement of the void formwork floating in the concrete within a predetermined area when the concrete is placed on the deck plate. 前記第1の係合部材に係合される前記山部に対して、前記第1の係合部材から前記第2の方向における一方側に離間した位置にて係合する第3の係合部材と、
前記第3の係合部材と連結され、前記第2の係合部材に係合される前記山部に対して、前記第2の係合部材から前記第2の方向における一方側に離間した位置にて係合する第4の係合部材と、を備える、請求項1~4の何れか一項に記載の金物。
A third engaging member that engages with the mountain portion engaged with the first engaging member at a position separated from the first engaging member on one side in the second direction. When,
A position separated from the second engaging member on one side in the second direction with respect to the mountain portion connected to the third engaging member and engaged with the second engaging member. The hardware according to any one of claims 1 to 4, further comprising a fourth engaging member to be engaged with.
前記山部の上面に配置され、前記金物の上端部と前記山部の前記上面とを離間させるスペーサ部材を更に備え、
前記第1の係合部材、前記第2の係合部材、前記第3の係合部材、及び前記第4の係合部材は、前記スペーサ部材の上端側に接続される、請求項5に記載の金物。
Further provided with a spacer member arranged on the upper surface of the mountain portion and separating the upper end portion of the hardware and the upper surface of the mountain portion.
5. The fifth aspect of the present invention, wherein the first engaging member, the second engaging member, the third engaging member, and the fourth engaging member are connected to the upper end side of the spacer member. Hardware.
前記山部の上面に配置され、前記金物の上端部と前記山部の前記上面とを離間させるスペーサ部材を更に備え、
前記スペーサ部材は、
底側で前記第1の方向に延びる底辺部と、
前記底辺部の両端側から上方へそれぞれ延びる一対の側辺部と、
一対の前記側辺部の上端部から中央側へ向かってそれぞれ延びて、前記中央側の端部で互いに連結される一対の上辺部と、を備える、請求項1~6の何れか一項に記載の金物。
Further provided with a spacer member arranged on the upper surface of the mountain portion and separating the upper end portion of the hardware and the upper surface of the mountain portion.
The spacer member is
The bottom portion extending in the first direction on the bottom side,
A pair of side edges extending upward from both ends of the bottom edge,
6. The listed hardware.
第1の方向に互いに離間するように配列され、上方へ突出して前記第1の方向と直交する水平方向である第2の方向に延びる複数の山部を有するデッキプレートにおいてボイド型枠を支持する支持構造であって、
前記デッキプレートに取り付けられる金物と、
前記デッキプレートに取り付けられ、前記ボイド型枠を支持する下金物と、を備え、
前記金物は、
前記山部に係合する第1の係合部材と、
前記第1の係合部材と連結され、前記第1の係合部材とは異なる前記山部に係合する第2の係合部材と、を備え、
前記下金物は、前記第1の係合部材が係合する前記山部と、前記第2の係合部材が係合する前記山部との間に架け渡され、当該山部間にて前記ボイド型枠を支持する、支持構造。
The void formwork is supported in a deck plate having a plurality of peaks arranged so as to be separated from each other in the first direction and extending upward in a horizontal direction orthogonal to the first direction. It is a support structure
The hardware attached to the deck plate and
With a metal fitting attached to the deck plate and supporting the void formwork,
The hardware is
The first engaging member that engages with the mountain portion and
A second engaging member, which is connected to the first engaging member and engages with the mountain portion different from the first engaging member, is provided.
The lower metal fitting is bridged between the mountain portion with which the first engaging member is engaged and the mountain portion with which the second engaging member is engaged, and the lower metal fitting is bridged between the mountain portions. A support structure that supports the void formwork.
前記下金物は、前記第1の方向における前記ボイド型枠の位置決めを行う位置決め部を有する、請求項8に記載の支持構造。 The support structure according to claim 8, wherein the lower metal fitting has a positioning portion for positioning the void formwork in the first direction. 前記位置決め部は、前記下金物を構成する部材が下方へ向かって凹となることによって構成される、請求項9に記載の支持構造。 The support structure according to claim 9, wherein the positioning portion is formed by forming a member constituting the lower hardware to be concave downward. 前記下金物は、前記山部と係合する係合部を有する、請求項8~10の何れか一項に記載の支持構造。 The support structure according to any one of claims 8 to 10, wherein the lower metal fitting has an engaging portion that engages with the mountain portion.
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JP2001303707A (en) 2000-04-19 2001-10-31 Hiroshi Kondo Floor structural member for building
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