JP6402950B2 - Joist bearing hardware, floor structure, and construction method of floor structure - Google Patents

Joist bearing hardware, floor structure, and construction method of floor structure Download PDF

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JP6402950B2
JP6402950B2 JP2017011053A JP2017011053A JP6402950B2 JP 6402950 B2 JP6402950 B2 JP 6402950B2 JP 2017011053 A JP2017011053 A JP 2017011053A JP 2017011053 A JP2017011053 A JP 2017011053A JP 6402950 B2 JP6402950 B2 JP 6402950B2
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joist
floor
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joists
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JP2018119306A (en
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亮介 佐藤
亮介 佐藤
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Sekisui House Ltd
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Description

本発明は、床梁に架設される根太を受ける根太受け金物、当該根太受け金物を用いた床構造、及び、床構造の施工方法に関する。   The present invention relates to a joist support that receives a joist laid on a floor beam, a floor structure using the joist support, and a construction method of the floor structure.

従来より、床梁の側面に根太受け金物を釘で固定し、この根太受け金物に根太を支持させて床梁と根太とが面一となるように施工し、この床梁及び根太の上に床下地パネルを設ける床構造が知られている。このような工法においては、根太受け金物と根太との間に緩衝用の接着剤を注入して、根太受け金物と根太とが擦れることによる床鳴りを防止している。   Conventionally, a joist support is fixed to the side of the floor beam with a nail, and the joist support is supported by the joist so that the joist is flush with the joist. A floor structure in which a floor base panel is provided is known. In such a construction method, a buffering adhesive is injected between the joist receiving metal and the joists to prevent floor noise due to rubbing between the joist receiving metal and the joists.

そして、上述のような床組み作業の工程を短縮し施工性を向上するために、根太を予め床下地パネルの下面に固定しておき、床梁の側面に固定された根太受け金物に根太を落とし込むことで、根太及び床下地板の施工を同時に行って工程を短縮するものも提案されている。   And in order to shorten the process of floor assembly work as described above and improve the workability, the joists are fixed to the lower surface of the floor foundation panel in advance, and the joists are fixed to the joists receiving fixtures fixed to the side surfaces of the floor beams. It has also been proposed to shorten the process by simultaneously applying the joists and floor base plate by dropping.

特開2007−132159号公報JP 2007-132159 A

しかし、上述のような工程は、根太の上に床下地パネルが固定された状態で床梁の側面に固定された根太受け金物に根太を落とし込むものであるので、床下地パネルが邪魔になって直接根太及び根太受け金物の位置を確認できない状態での作業となるため、根太及び根太受け金物の位置に若干のズレがあった場合、根太受け金物及び根太が緩衝用の接着剤を介することなく当接し、床鳴りが発生するおそれがあった。   However, the process as described above is to drop the joist into the joist bracket fixed to the side surface of the floor beam in a state where the floor foundation panel is fixed on the joist, so the floor foundation panel becomes an obstacle. Because the work is in a state where the position of the joist and the joisting bracket hardware cannot be confirmed directly, if there is a slight deviation in the position of the joisting and joisting bracket hardware, the joisting bracket and joisting will not be through a buffering adhesive There was a risk of flooring due to contact.

そこで、本発明は、床下地パネルに根太を予め固定して施工する場合であっても、根太と根太受け金物との接触を防止できる根太受け金物、床構造、及び床構造の施工方法を提供することを目的とする。   Therefore, the present invention provides a joist support, a floor structure, and a method for constructing a floor structure that can prevent the joist and the joist support from coming into contact even when the joist is fixed to the floor base panel in advance. The purpose is to do.

本発明の根太受け金物は、床梁の間に架設される根太の端部を受ける根太受け金物であって、前記床梁に固定する固定部と、前記床梁から水平方向に突出して形成され前記根太の端部を受ける受け部と、を備え、前記受け部は、前記根太の底面が載置される底板と、前記底板の両側縁からそれぞれ立ち上がり前記根太の幅よりも距離を開けて向かい合う一対の側板と、前記側板の上端にそれぞれ形成され互いに接近する方向に膨出する一対の膨出部と、を有し、前記膨出部は前記根太の端部上面よりも高い位置に形成されており、当該膨出部は、互いに接近する方向に湾曲するとともに、上部が互いに離れる方向に湾曲して形成されており、一対の前記膨出部の最も接近する位置の間の距離が前記根太の幅よりも短く、その上部の距離が前記根太の幅よりも長いことを特徴としている。
The joist support according to the present invention is a joist support that receives an end of a joist laid between floor beams, and is formed to protrude in a horizontal direction from a fixing portion that is fixed to the floor beam and the floor beam. A receiving part for receiving the end of the joist, and the receiving part rises from both side edges of the joist and faces each other with a distance larger than the width of the joist. A pair of side plates, and a pair of bulging portions that are respectively formed at the upper ends of the side plates and bulge in directions approaching each other, and the bulging portions are formed at a position higher than the upper surface of the end of the joist. The bulging portions are curved in a direction approaching each other, and the upper portions are curved in a direction away from each other, and the distance between the closest positions of the pair of bulging portions is the joist. Shorter than the width of the It is characterized in longer than the width of the thickness.

また、本発明の根太受け金物は、前記底板上に緩衝材が設けられることを特徴としている。   In addition, the joist bracket of the present invention is characterized in that a cushioning material is provided on the bottom plate.

本発明の床構造は、間隔を開けて平行に配置される床梁と、前記床梁の側面に固定される上記根太受け金物と、下面に根太が固定された床下地パネルと、を備え、前記根太は、端部上面が下方に切り欠かれた切欠部を有することを特徴としている。   The floor structure of the present invention includes floor beams arranged in parallel at intervals, the joist support fixed to the side surface of the floor beam, and a floor foundation panel having joists fixed to the lower surface, The joist is characterized by having a notch portion whose upper surface of the end portion is notched downward.

本発明の床構造の施工方法は、上記床構造の施工方法であって、間隔を開けて平行に配置される前記床梁に、前記根太受け金物を固定し、下面に前記根太が固定された前記床下地パネルを下降させて、前記根太の下端縁を前記膨出部に当接させ、さらに、前記床下地パネルを下降させて、一対の前記膨出部を互いに広がる方向に弾性変形させつつ、前記根太の側面を前記膨出部にガイドさせて当該根太をそれぞれの前記根太受け金物の幅方向の中央に載置されるように配置して、床下地パネルを前記床梁に固定することを特徴としている。 The floor structure construction method of the present invention is the floor structure construction method described above , wherein the joist support is fixed to the floor beam arranged in parallel with a gap, and the joist is fixed to the lower surface. The floor foundation panel is lowered, the bottom edge of the joist is brought into contact with the bulging portion, and further, the floor foundation panel is lowered to elastically deform the pair of bulging portions in the direction of spreading each other. , Guide the side face of the joist to the bulging portion, and place the joist so as to be placed at the center in the width direction of each joist receiving bracket, and fix the floor foundation panel to the floor beam. It is characterized by.

本発明の根太受け金物によると、根太の端部を上方から根太受け金物の受け部に挿入する際に、根太受け金物の側板の上端に形成された膨出部によって、根太の位置がガイドされるので、根太の端部を根太受け金物の中央に設置することができ、根太受け金物の側板が根太の幅よりも距離を開けて形成されているので、側板と根太との間に隙間を設けることができる。したがって、根太と側板とが擦れて床鳴りが発生することを防止できる。   According to the joisting bracket hardware of the present invention, when the joist end is inserted into the joisting bracket receiving part from above, the position of the joist is guided by the bulging portion formed at the upper end of the side plate of the joisting metal fitting. Therefore, the end of the joist can be installed in the center of the joist receiving bracket, and the side plate of the joist receiving fixture is formed with a distance greater than the width of the joists, so there is a gap between the side plate and the joists. Can be provided. Therefore, it is possible to prevent the floor noise from occurring due to rubbing between the joist and the side plate.

また、本発明の根太受け金物によると、底板上に緩衝材が設けられているので、根太端部の下面と根太受け金物の底板との間には緩衝材が配置されるとともに、前述のように根太の側面と根太受け金物の側板の間には隙間が設けられるので、根太受け金物と根太とは当接することがなく、床鳴りを防止できる。そして、根太側面と根太受け金物の側板との間には隙間が形成されているので、緩衝材は根太受け金物の底板にのみ設ければよく、緩衝材を簡単に配置することができる。なお、ここで緩衝材は、例えば樹脂接着剤のような湿式の材料であってもよく、また、柔軟性を有する固形樹脂などの乾式の材料であってもよい。   In addition, according to the joist bracket metal fitting of the present invention, since the shock absorbing material is provided on the bottom plate, the shock absorbing material is disposed between the bottom surface of the joist end portion and the bottom plate of the joist metal receiving hardware, as described above. In addition, since a gap is provided between the side face of the joist and the side plate of the joist receiving metal, the joist receiving metal and the joists do not come into contact with each other, and floor noise can be prevented. Since a gap is formed between the joist side surface and the side plate of the joist receiving metal fitting, the shock absorbing material may be provided only on the bottom plate of the joists receiving metal fitting, and the shock absorbing material can be easily arranged. Here, the buffer material may be a wet material such as a resin adhesive, or may be a dry material such as a flexible solid resin.

さらに、本発明の根太受け金物によると、一対の膨出部の間の距離が根太の幅よりも短いので、根太を上方から根太受け金物に挿入する際には、膨出部に根太の端部が当接して、当該膨出部間の距離が広がるように根太受け金物が弾性変形し根太を確実に根太受け金物の幅方向の中央に導くことができる。そして、膨出部は根太の端部上面よりも高い位置に形成されているので、根太の端部の下面が根太受け金物の底面に設けられている緩衝材に当接すると、根太の端部の上面が膨出部よりも低い位置に配置されることになり、根太の端部と膨出部との間に隙間が設けられるので、床鳴りを防止することができる。   Furthermore, according to the joist bracket hardware of the present invention, since the distance between the pair of bulges is shorter than the joist width, when the joist is inserted into the joist bracket from above, the end of the joist is placed on the bulge. The joists are elastically deformed so that the portions abut and the distance between the bulging parts is increased, and the joists can be reliably guided to the center in the width direction of the joists. And since the bulging portion is formed at a position higher than the upper surface of the end of the joist, when the lower surface of the end of the joist comes into contact with the cushioning material provided on the bottom of the joist receiving hardware, the end of the joist Since the upper surface of this is disposed at a position lower than the bulging portion and a gap is provided between the end portion of the joist and the bulging portion, floor noise can be prevented.

本発明の床構造によると、根太の端部の上面に下方に切り欠かれた切欠部を有するので、根太全体の高さを低くすること無く、根太の端部の上面を根太受け金物の膨出部よりも低い位置に配置することができ、床構造の強度の低下を防ぎつつ、根太の端部と根太受け金物との接触を防止することができる。   According to the floor structure of the present invention, the upper surface of the end of the joist has a notch that is notched downward, so that the upper surface of the end of the joist is bulged with the upper end of the joists without reducing the overall height of the joist. It can arrange | position in a position lower than an exit part, and the contact with the end part of a joist and a joist receiving metal fitting can be prevented, preventing the fall of the intensity | strength of a floor structure.

本発明の床構造の施工方法は、間隔を開けて平行に配置される床梁に、根太受け金物を固定し、下面に根太が固定された床下地パネルを、根太の両端がそれぞれ根太受け金物に載置されるように配置して、床下地パネルを床梁に固定するので、作業者が床下地パネルによって根太の端部及び根太受け金物を直接見ることができない場合であっても、根太受け金物の膨出部によって根太の端部の位置を根太受け金物の幅方向の中央に確実にガイドすることができ、根太と根太受け金物との接触を防止し、床鳴りを防止することができる。   In the floor structure construction method of the present invention, a joist support is fixed to floor beams arranged in parallel at intervals, and a floor foundation panel with joists fixed to the lower surface is provided. Since the floor foundation panel is fixed to the floor beam, even if the operator cannot directly see the end of the joist and the joister bracket with the floor foundation panel, The position of the end of the joist can be reliably guided to the center in the width direction of the joist support by the bulging part of the jolt, and the contact between the joist and the joist support can be prevented, and floor noise can be prevented. it can.

根太受け金物の全体構成を示す斜視図。The perspective view which shows the whole structure of a joist receiving metal fitting. (A)は根太受け金物の全体構成を示す正面図、(B)は側面図。(A) is a front view which shows the whole structure of a joist receiving hardware, (B) is a side view. 床下地パネル及び根太の構成を示す斜視図。The perspective view which shows the structure of a floor foundation panel and joist. (A)は床下地パネル及び根太の構成を示す側面図、(B)は(A)とは寸法の異なる根太を用いた例を示す側面図。(A) is a side view showing the configuration of the floor foundation panel and joists, and (B) is a side view showing an example using joists having different dimensions from (A). 床構造の全体構成を示す断面図。Sectional drawing which shows the whole structure of a floor structure. 根太の端部と根太受け金物の寸法を示すI−I線断面図。The II sectional view taken on the line which shows the end of a joist and the dimension of a joist receiving metal. 根太が下面に固定された床下地パネルを床梁及び根太受け金物に固定する前の状態を示す斜視図。The perspective view which shows the state before fixing the floor foundation panel by which the joist was fixed to the lower surface to a floor beam and a joist receiving bracket. 根太が下面に固定された床下地パネルを床梁及び根太受け金物に固定する前の状態を示す側面図。The side view which shows the state before fixing the floor foundation panel by which the joist was fixed to the lower surface to a floor beam and a joist receiving bracket. 根太の端部を根太受け金物に挿入する前の状態を示す図。The figure which shows the state before inserting the edge part of a joist into a joist receiving metal fitting. 根太の端部を根太受け金物に挿入する途中の状態を示す図。The figure which shows the state in the middle of inserting the edge part of a joist into a joist receiving metal fitting. 根太の端部を根太受け金物に挿入した状態を示す図。The figure which shows the state which inserted the end part of the joist into the joist receiving metal fitting.

以下、本発明に係る根太受け金物1、床構造2、及び床構造の施工方法の最良の実施形態について、各図を参照しつつ説明する。本実施形態における床構造2は、例えば住宅の床梁3に根太受け金物1を設けて、当該根太受け金物1に床下地パネル4の下面に固定されている根太5を上方から挿入して、根太受け金物1で根太5を受ける床構造2である。なお、床構造2は、1階の床を支持する床構造であっても、2階以上の床を支持する床構造であっても良い。   Hereinafter, the best embodiment of the construction method of the joist support 1, the floor structure 2, and the floor structure according to the present invention will be described with reference to the drawings. In the floor structure 2 in the present embodiment, for example, a joist support 1 is provided on a floor beam 3 of a house, and joists 5 fixed to the lower surface of the floor base panel 4 are inserted into the joist support 1 from above, It is a floor structure 2 that receives a joist 5 by a joist receiving hardware 1. The floor structure 2 may be a floor structure that supports the floor of the first floor or a floor structure that supports the floor of the second floor or more.

根太受け金物1は、床梁3の側面に固定する固定部6と、床梁3から水平方向に突出して根太5の端部を受ける受け部7とを備えている。固定部6は図1及び図2(A)に示すように、受け部7の側板10の床梁3と当接する位置から両側にそれぞれ広がるプレートであり、根太受け金物1を床梁3に固定するためのビス孔8が上下方向に並んで3箇所ずつ形成されている。   The joist support 1 includes a fixing portion 6 that is fixed to a side surface of the floor beam 3 and a receiving portion 7 that protrudes from the floor beam 3 in the horizontal direction and receives an end of the joist 5. As shown in FIG. 1 and FIG. 2 (A), the fixing portion 6 is a plate that spreads on both sides from the position where it abuts against the floor beam 3 of the side plate 10 of the receiving portion 7, and fixes the joist support 1 to the floor beam 3. Three screw holes 8 are formed side by side in the vertical direction.

受け部7は、図1及び図2に示すように、根太5の底面が載置される底板9と、底板9の両側縁からそれぞれ立ち上がる一対の側板10と、側板10の上端にそれぞれ形成され互いに接近する方向に膨出する膨出部11とを有している。受け部7は、鋼板を折り曲げ加工して形成されており、床梁3に根太受け金物1を固定したときに、底板9は水平な平板であり、根太5の端部を受けることができる幅に形成されている。そして、側板10は根太5の側面と平行に隙間を開けて配置されるように、根太5の幅αよりも一対の側板10の間の間の距離βが長くなるように配置されている。   As shown in FIGS. 1 and 2, the receiving portions 7 are respectively formed on the bottom plate 9 on which the bottom surface of the joist 5 is placed, the pair of side plates 10 rising from both side edges of the bottom plate 9, and the upper ends of the side plates 10. It has the bulging part 11 which bulges in the direction which mutually approaches. The receiving portion 7 is formed by bending a steel plate. When the joist receiving metal 1 is fixed to the floor beam 3, the bottom plate 9 is a horizontal flat plate and can receive the end of the joist 5. Is formed. And the side board 10 is arrange | positioned so that the distance (beta) between a pair of side boards 10 may become longer than the width | variety (alpha) of the joist 5 so that it may arrange | position with a clearance gap in parallel with the side surface of the joist 5.

膨出部11は、図1及び図2(A)に示すように、側板10の上端が互いに接近する方向に湾曲し、さらにその上部が互いに離れる方向に湾曲して形成されている。側板10はその高さ方向の長さが根太5の端部の高さよりも長く、側板10の上端に形成される膨出部11は、根太5の端部の上面5aよりも高い位置に配置される。また、膨出部11は、互いに最も接近する位置の距離γが根太5の幅αよりも短くなるように形成されている。   As shown in FIGS. 1 and 2A, the bulging portion 11 is formed such that the upper ends of the side plates 10 are curved in a direction approaching each other, and the upper portions thereof are curved in a direction away from each other. The length of the side plate 10 in the height direction is longer than the height of the end portion of the joist 5, and the bulging portion 11 formed at the upper end of the side plate 10 is disposed at a position higher than the upper surface 5 a of the end portion of the joist 5. Is done. Further, the bulging portion 11 is formed such that the distance γ between the closest positions is shorter than the width α of the joist 5.

また、受け部7の底板9の上には緩衝材12が固定されている。緩衝材12は、例えば、変成シリコン弾性接着剤のような硬化後に弾性を有する接着剤であってもよく、予め平板状に成形された弾性体であっても良い。緩衝材12は底板9の上にのみ設けられており、側板10及び膨出部11には設けられていない。側板10と根太5との間には確実に間隙が形成されるので、側板10及び根太5が擦れて床鳴りが発生する可能性が無く、緩衝材12を設ける必要がないからである。このように緩衝材12を側板10及び膨出部11に設けないことで、施工手間を軽減することができる。   A buffer material 12 is fixed on the bottom plate 9 of the receiving portion 7. The cushioning material 12 may be, for example, an adhesive having elasticity after curing, such as a modified silicon elastic adhesive, or may be an elastic body previously formed into a flat plate shape. The buffer material 12 is provided only on the bottom plate 9 and is not provided on the side plate 10 and the bulging portion 11. This is because the gap is surely formed between the side plate 10 and the joist 5, so that there is no possibility that the side plate 10 and the joist 5 are rubbed and floor noise is generated, and it is not necessary to provide the cushioning material 12. By not providing the cushioning material 12 on the side plate 10 and the bulging portion 11 in this way, it is possible to reduce the construction labor.

根太受け金物1は、床梁3に予め工場で図示しないビスで固定されて、建築現場に搬入されてもよく、建築現場で床梁3にビスで固定するものであっても良い。床梁3の根太受け金物1を設置する位置は、床梁3に根太5を架設する位置であり、且つ、根太受け金物1に挿入される根太5の中間部の上面と床梁3の上面とが面一になるように設置される。   The joist support 1 may be fixed to the floor beam 3 with a screw (not shown) in the factory in advance and may be carried into a construction site, or may be fixed to the floor beam 3 with a screw at the construction site. The position where the joist support 1 on the floor beam 3 is installed is a position where the joist 5 is installed on the floor beam 3, and the upper surface of the intermediate portion of the joist 5 inserted into the joist support 1 and the upper surface of the floor beam 3. It is installed so that and become the same.

根太5は、図3及び図4に示すように、角材であり、両端に端部上面が下方に切り欠かれた切欠部13が形成されている。切欠部13は、根太5の端部で上面から下方に切り込むとともに、根太5の小口面から水平方向に切り込んで上端の角を直角に切り欠いたものである。すなわち、根太5は下面が面一に形成されるとともに、上面の両端に切欠部13が形成されることで、他の部分の上面よりも端部の上面5aが低くなるように形成されている。   As shown in FIGS. 3 and 4, the joist 5 is a square bar, and is formed with a notch portion 13 having an upper end portion notched downward at both ends. The notch 13 is formed by cutting downward from the upper surface at the end of the joist 5 and by cutting in the horizontal direction from the facet of the joist 5 and cutting the upper corner at a right angle. That is, the joist 5 is formed such that the lower surface is flush with the upper surface, and the notch portions 13 are formed at both ends of the upper surface so that the upper surface 5a at the end is lower than the upper surface of the other part. .

図5に示すように、根太5の幅αは根太受け金物1の側板10の間の距離βよりも短く、且つ、根太受け金物1の膨出部11の間の最接近した距離γよりも長い。また、根太5の端部の上面5aは、根太受け金物1の膨出部11よりも低く、根太5の端部を根太受け金物1に挿入した場合に根太5の端部が膨出部11に接触しない形状となっている。根太5の長手方向における切欠部13の長さは、根太5の長手方向における膨出部11の長さよりも長くなっており、膨出部11が根太5の端部に接触することはない。なお、根太5の中間部は端部よりも上面が高く形成されており、根太5の強度を確保しているが、図4(A)(B)に示すように、根太5の中間部の高さは、床構造2に必要な強度及び床梁3の梁せいに応じて適切に選択することができる。   As shown in FIG. 5, the width α of the joists 5 is shorter than the distance β between the side plates 10 of the joists 1 and the closest distance γ between the bulging portions 11 of the joists 1. long. Further, the upper surface 5 a of the end portion of the joist 5 is lower than the bulging portion 11 of the joist receiving piece 1, and when the end of the joists 5 is inserted into the joist receiving piece 1, the end portion of the joists 5 is the bulging portion 11. It is a shape that does not touch. The length of the notch 13 in the longitudinal direction of the joist 5 is longer than the length of the bulged portion 11 in the longitudinal direction of the joist 5, and the bulged portion 11 does not contact the end of the joist 5. The intermediate portion of the joist 5 is formed with a top surface higher than the end portion, and the strength of the joist 5 is ensured, but as shown in FIGS. The height can be appropriately selected according to the strength required for the floor structure 2 and the beam of the floor beam 3.

床下地パネル4は予め下面に根太5が固定された状態で工場から建築現場に搬入される板材である。床下地パネル4には図3に示すように、2本の根太5が当該床下地パネル4の長さ方向に沿って固定されている。2本の根太5のうち一方の根太5は床下地パネル4の幅方向の中央に固定され、2本の根太5のうち他方の根太5は床下地パネル4の一方の縁に固定される。当該他方の根太5は、幅方向の半分が床下地パネル4の一方の縁に固定され、もう半分が床下地パネル4の縁からはみ出しており、隣接する床下地パネル4の他方の縁が他方の根太5の床下地パネル4からはみ出した部分に載置されるように形成されている。   The floor foundation panel 4 is a plate material that is carried into the construction site from the factory with the joists 5 fixed to the lower surface in advance. As shown in FIG. 3, two joists 5 are fixed to the floor foundation panel 4 along the length direction of the floor foundation panel 4. One of the two joists 5 is fixed to the center of the floor base panel 4 in the width direction, and the other of the two joists 5 is fixed to one edge of the floor base panel 4. The other joist 5 has one half in the width direction fixed to one edge of the floor foundation panel 4 and the other half protruding from the edge of the floor foundation panel 4. The other edge of the adjacent floor foundation panel 4 is the other edge. It is formed so that it may be mounted in the part which protruded from the floor base panel 4 of the joist of No.5.

また、床梁3は床荷重を受ける水平角材であり、図示しないが、端部が梁受金物によって柱又は別の梁に固定されている。床梁3は、図5に示すように、間隔を開けて平行に複数配置されており、当該床梁3と、床梁3の側面に固定される根太受け金物1と、下面に根太5が固定された床下地パネル4と、により床構造2が構成されている。   In addition, the floor beam 3 is a horizontal square member that receives a floor load, and although not illustrated, the end portion is fixed to a column or another beam by a beam receiving object. As shown in FIG. 5, a plurality of floor beams 3 are arranged in parallel at intervals, and the floor beam 3, the joist support 1 fixed to the side surface of the floor beam 3, and the joist 5 on the lower surface. The floor structure 2 is constituted by the fixed floor foundation panel 4.

以上のような構成を有する床構造の施工方法は、床梁3に根太受け金物1を固定した状態で工場から建築現場に搬入し、当該根太受け金物1が根太5を架設する位置に整合するように、床梁3の端部を他の梁や柱等に接合して複数の床梁3を平行に架設する。なお、本実施形態では根太受け金物1は工場で床梁3に固定されるが、これに限定されるものではなく、建築現場で床梁3に固定されるものであっても良く、例えば複数の床梁3を間隔を開けて平行に配置した後に、根太受け金物1を固定するものであっても良い。   The construction method of the floor structure having the above-described configuration is carried in from the factory to the construction site with the joist support 1 fixed to the floor beam 3, and the joist support 1 is aligned with the position where the joist 5 is installed. As described above, the end of the floor beam 3 is joined to another beam, a column, or the like, and the plurality of floor beams 3 are installed in parallel. In this embodiment, the joist support 1 is fixed to the floor beam 3 at the factory, but is not limited to this, and may be fixed to the floor beam 3 at the construction site. After the floor beams 3 are arranged in parallel at intervals, the joist support 1 may be fixed.

そして、床下地パネル4の下面に根太5を固定した状態で当該床下地パネル4が工場から建築現場に搬入する。なお、床下地パネル4の下面に根太5を固定する工程は工場で行われる工程に限定されるものではなく、例えば建築現場に床下地パネル4を搬入した後に当該床下地パネル4の下面に根太5を固定するものであっても良い。   Then, with the joist 5 fixed to the lower surface of the floor foundation panel 4, the floor foundation panel 4 is carried into the construction site from the factory. In addition, the process of fixing the joist 5 to the lower surface of the floor base panel 4 is not limited to a process performed in a factory. For example, after the floor base panel 4 is carried into a construction site, the joist is applied to the lower surface of the floor base panel 4. 5 may be fixed.

図7から図9に示すように、根太5が固定された床下地パネル4を例えばクレーンで吊り上げて、床下地パネル4の下面に固定されている根太5の位置が床梁3に固定されている根太受け金物1の上方に来るように配置する。そして、床下地パネル4を徐々に下降させて、図10に示すように、根太5の端部を根太受け金物1に挿入する。このとき、根太5の幅αよりも根太受け金物1の受け部7に形成されている一対の膨出部11の間の最接近位置の距離γのほうが短いので、床下地パネル4を下降させると、根太5の下端縁が膨出部11に当接する。そして、さらに床下地パネル4を下降させると、一対の膨出部11が互いに広がる方向に弾性変形して、根太5の側面を膨出部11が伝うように根太5が下降する。このとき、根太5の両側面に一対の膨出部11がそれぞれ当接しているので、根太5が根太受け金物1の中央にガイドされる。   As shown in FIGS. 7 to 9, the floor foundation panel 4 to which the joists 5 are fixed is lifted by a crane, for example, and the position of the joists 5 fixed to the lower surface of the floor foundation panels 4 is fixed to the floor beams 3. It arrange | positions so that it may come above the joist receiving metal fitting 1 which exists. Then, the floor base panel 4 is gradually lowered, and the ends of the joists 5 are inserted into the joists support 1 as shown in FIG. At this time, since the distance γ of the closest approach position between the pair of bulging portions 11 formed in the receiving portion 7 of the joist bracket 1 is shorter than the width α of the joists 5, the floor base panel 4 is lowered. Then, the lower end edge of the joist 5 comes into contact with the bulging portion 11. When the floor foundation panel 4 is further lowered, the pair of bulging portions 11 are elastically deformed in a direction in which the pair of bulging portions spread to each other, and the joists 5 are lowered so that the bulging portions 11 are transmitted along the side surfaces of the joists 5. At this time, since the pair of bulging portions 11 are in contact with both side surfaces of the joist 5, the joist 5 is guided to the center of the joist support 1.

そして、さらに床下地パネル4を下降させると、根太5の下面が根太受け金物1の受け部7の底板9上に設けられている緩衝材12に当接して、根太5を根太受け金物1で受ける。根太5の端部は切欠部13によって上面5aが膨出部11よりも低く形成されており、根太受け金物1の受け部7の一対の側板10の間の距離βは根太5の幅αよりも距離を開けて配置されているので、根太5の側面は根太受け金物1に当接することが無く、また根太5の下面には緩衝材12を介して根太受け金物1に載置されているので、根太5が根太受け金物1に接触していない。したがって、根太5と根太受け金物1との擦れに起因する床鳴りの発生を防止することができる。   When the floor foundation panel 4 is further lowered, the lower surface of the joist 5 comes into contact with the cushioning material 12 provided on the bottom plate 9 of the receiving portion 7 of the joist receiving metal 1 and the joist 5 is moved by the joist receiving metal 1. receive. An end portion of the joist 5 is formed by a notch 13 so that the upper surface 5 a is lower than the bulging portion 11, and the distance β between the pair of side plates 10 of the receiving portion 7 of the joist support 1 is greater than the width α of the joist 5. Also, the side face of the joist 5 does not come into contact with the joist support 1 and is placed on the joist support 1 on the lower face of the joist 5 via the cushioning material 12. Therefore, the joist 5 is not in contact with the joist receiving hardware 1. Therefore, it is possible to prevent occurrence of floor noise due to rubbing between the joist 5 and the joist receiving metal 1.

このように根太受け金物1に膨出部11を設けて根太5の位置をガイドさせ、且つ、根太5の端部に切欠部13を設けて、根太5の端部と根太受け金物1とが接触することを防止したので、根太5が床下地パネル4の下面に予め固定される床構造の施工方法において、床下地パネル4によって根太5の端部や根太受け金物1が視認できない場合であっても、根太5を根太受け金物1の中央に配置することができ、根太5の端部と根太受け金物1とが接触を確実に防止することができる。   In this way, the bulging portion 11 is provided in the joist receiving metal 1 to guide the position of the joist 5 and the notch 13 is provided at the end of the joisting 5 so that the end of the joist 5 and the joist receiving metal 1 are In the construction method of the floor structure in which the joist 5 is fixed to the lower surface of the floor base panel 4 in advance because the contact is prevented, the end of the joist 5 and the joist receiving hardware 1 cannot be visually recognized by the floor base panel 4. However, the joist 5 can be disposed at the center of the joist receiving metal 1 and the end of the joist 5 and the joist receiving metal 1 can be reliably prevented from contacting each other.

なお、本発明の実施の形態は上述の形態に限ることなく、本発明の思想の範囲を逸脱しない範囲で適宜変更することができることは云うまでもない。   Needless to say, the embodiment of the present invention is not limited to the above-described embodiment, and can be appropriately changed without departing from the scope of the idea of the present invention.

本発明に係る根太受け金物1、床構造2、及び床構造の施工方法は、例えば住宅の床構造を施工する際に好適に用いることができる。   The joist support 1, the floor structure 2, and the floor structure construction method according to the present invention can be suitably used, for example, when constructing a floor structure of a house.

1 根太受け金物
2 床構造
3 床梁
4 床下地パネル
5 根太
6 固定部
7 受け部
9 底板
10 側板
11 膨出部
12 緩衝材
13 切欠部
DESCRIPTION OF SYMBOLS 1 Joist receiving metal 2 Floor structure 3 Floor beam 4 Floor base panel 5 Joist 6 Fixed part 7 Receiving part 9 Bottom plate 10 Side plate 11 Bumping part 12 Buffering material 13 Notch part

Claims (4)

床梁の間に架設される根太の端部を受ける根太受け金物であって、
前記床梁に固定する固定部と、
前記床梁から水平方向に突出して形成され前記根太の端部を受ける受け部と、を備え、
前記受け部は、前記根太の底面が載置される底板と、前記底板の両側縁からそれぞれ立ち上がり前記根太の幅よりも距離を開けて向かい合う一対の側板と、前記側板の上端にそれぞれ形成され互いに接近する方向に膨出する一対の膨出部と、を有し、
前記膨出部は前記根太の端部上面よりも高い位置に形成されており、
当該膨出部は、互いに接近する方向に湾曲するとともに、上部が互いに離れる方向に湾曲して形成されており、一対の前記膨出部の最も接近する位置の間の距離が前記根太の幅よりも短く、その上部の距離が前記根太の幅よりも長いことを特徴とする根太受け金物。
A joist receiving metal that receives the end of the joist laid between floor beams,
A fixing part for fixing to the floor beam;
A receiving portion that protrudes in a horizontal direction from the floor beam and receives an end of the joist, and
The receiving portions are formed on the bottom plate on which the bottom surface of the joist is placed, a pair of side plates that rise from both side edges of the base plate and face each other at a distance larger than the width of the joist, and are formed on the upper ends of the side plates, respectively. A pair of bulges that bulge in the approaching direction,
The bulging portion is formed at a position higher than the upper surface of the end of the joist,
The bulging portion is curved in a direction approaching each other, and the upper portion is curved in a direction separating from each other, and the distance between the closest positions of the pair of bulging portions is larger than the width of the joist. A joist receiving metal piece characterized in that the distance of the upper part is longer than the width of the joist.
前記底板上に緩衝材が設けられることを特徴とする請求項1に記載の根太受け金物。   The joist receiving metal fitting according to claim 1, wherein a cushioning material is provided on the bottom plate. 間隔を開けて平行に配置される床梁と、
前記床梁の側面に固定される請求項1又は2に記載の根太受け金物と、
下面に根太が固定された床下地パネルと、を備え、
前記根太は、端部上面が下方に切り欠かれた切欠部を有することを特徴とする床構造。
Floor beams arranged in parallel at intervals, and
The joist support according to claim 1 or 2 , which is fixed to a side surface of the floor beam,
A floor foundation panel with joists fixed on the lower surface,
The joist has a notched part having an upper surface of the end part notched downward.
請求項3に記載の床構造の施工方法であって、
間隔を開けて平行に配置される前記床梁に、前記根太受け金物を固定し、
下面に前記根太が固定された前記床下地パネルを下降させて、前記根太の下端縁を前記膨出部に当接させ、
さらに、前記床下地パネルを下降させて、一対の前記膨出部を互いに広がる方向に弾性変形させつつ、前記根太の側面を前記膨出部にガイドさせて当該根太をそれぞれの前記根太受け金物の幅方向の中央に載置されるように配置して、
床下地パネルを前記床梁に固定することを特徴とする床構造の施工方法。
It is a construction method of the floor structure according to claim 3,
The floor beams disposed in parallel at intervals, and fixing the joists receiving hardware,
Lowering the floor foundation panel with the joist fixed to the lower surface, and bringing the lower end edge of the joist into contact with the bulging portion,
Further, while lowering the floor base panel and elastically deforming the pair of bulging portions in the direction of spreading each other, the side face of the joist is guided to the bulging portion, and the joist is supported by each joist receiving bracket. Place it to be placed in the center of the width direction,
A construction method of a floor structure, wherein a floor foundation panel is fixed to the floor beam.
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