JP2023114290A - Joint metal and roof structure using the same - Google Patents

Joint metal and roof structure using the same Download PDF

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Publication number
JP2023114290A
JP2023114290A JP2022016577A JP2022016577A JP2023114290A JP 2023114290 A JP2023114290 A JP 2023114290A JP 2022016577 A JP2022016577 A JP 2022016577A JP 2022016577 A JP2022016577 A JP 2022016577A JP 2023114290 A JP2023114290 A JP 2023114290A
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Japan
Prior art keywords
wall
rafter
horizontal member
joint
walls
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JP2022016577A
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Inventor
朋幸 長津
Tomoyuki Nagatsu
綾那 久積
Ayana Hisazumi
誠明 中安
Masaaki Nakayasu
一成 山本
Kazunari Yamamoto
考宏 松澤
Takahiro Matsuzawa
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House Gear Co Ltd
MATSUZAWA KAWARATEN KK
Nippon Steel Corp
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House Gear Co Ltd
MATSUZAWA KAWARATEN KK
Nippon Steel Corp
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Application filed by House Gear Co Ltd, MATSUZAWA KAWARATEN KK, Nippon Steel Corp filed Critical House Gear Co Ltd
Priority to JP2022016577A priority Critical patent/JP2023114290A/en
Publication of JP2023114290A publication Critical patent/JP2023114290A/en
Pending legal-status Critical Current

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Abstract

To provide a joint metal capable of improving sheer performance of a joint part and a roof structure using the same.SOLUTION: A joint metal for jointing a horizontal member and a rafter member of a roof and comprises: a horizontal member joint part 11 having first and second horizontal member joint walls 111, 112 disposed to face each other and a horizontal member wall 113 connecting upper ends of the first and second horizontal member joint walls 111, 112; and a rafter member joint part 12 having first and second rafter member joint walls 121, 122 disposed to face each other and a rafter member receiving wall 123 connecting lower ends of the first and second rafter member joint walls 121, 122, and provided integrally with the horizontal member joint part 11. At least one part of the horizontal member wall 113 and the rafter member receiving wall 123 extend integrally on the same plane.SELECTED DRAWING: Figure 1

Description

本発明は、屋根の横架材と垂木部材とを接合するための接合金物及びそれを用いた屋根構造に関する。 BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to joint hardware for joining horizontal members of a roof and rafter members, and a roof structure using the same.

従来用いられていたこの種の接合金物としては、例えば下記の特許文献1に示されている構成を挙げることができる。すなわち、従来構成では、屋根の横架材と垂木部材とをL型金物によって接合している。L型金物の各片は、横架材及び垂木部材の側面にそれぞれ接合されている。 As this type of metal joint that has been conventionally used, for example, the structure shown in Patent Document 1 below can be cited. That is, in the conventional structure, the horizontal members of the roof and the rafter members are joined by L-shaped metal fittings. Each piece of L-shaped hardware is joined to the sides of the cross member and the rafter member, respectively.

特開平5-44250号公報JP-A-5-44250

上記のような従来構成では、L型金物の各片が横架材及び垂木部材の側面にそれぞれ接合されているだけなので、地震等の振動を受けた際、特に金物の屈曲部分の角度が減る方向に関しての角度保持能力が低く、接合部分のせん断性能に改善の余地がある。 In the conventional structure as described above, each piece of the L-shaped hardware is only joined to the side surface of the horizontal member and the rafter member, respectively, so when subjected to vibrations such as earthquakes, the angle of the bent portion of the hardware is particularly reduced. Poor directional angle retention and room for improvement in joint shear performance.

本発明は、上記のような課題を解決するためになされたものであり、その目的の一つは、接合部分のせん断性能を向上できる接合金物及びそれを用いた屋根構造を提供することである。 SUMMARY OF THE INVENTION The present invention has been made to solve the above-described problems, and one of its purposes is to provide a joint metal fitting capable of improving the shear performance of joint portions and a roof structure using the same. .

本発明に係る接合金物は、一実施形態において、屋根の横架材と垂木部材とを接合するための接合金物であって、互いに対向するように配置された第1及び第2横架材接合壁、並びに第1及び第2横架材接合壁の上端間を接続する横架材被壁を有する横架材接合部と、互いに対向するように配置された第1及び第2垂木部材接合壁、並びに第1及び第2垂木部材接合壁の下端間を接続する垂木部材受壁を有し、横架材接合部と一体に設けられた垂木部材接合部とを備え、第1及び第2横架材接合壁並びに横架材被壁によって形成される第1溝内に横架材が挿入され、横架材の上面に横架材被壁を被せた状態で横架材の側面に第1及び第2横架材接合壁が接合されるとともに、第1及び第2垂木部材接合壁並びに垂木部材受壁によって形成される第2溝内に垂木部材が挿入され、垂木部材の下面を垂木部材受壁で受けた状態で垂木部材の側面に第1及び第2垂木部材接合壁が接合されるように適合されており、横架材被壁の少なくとも一部と垂木部材受壁とが同一平面上で一体に延在されている。 In one embodiment, a joint metal fitting according to the present invention is a joint metal fitting for joining a horizontal member of a roof and a rafter member, wherein first and second horizontal member joints are arranged to face each other. A horizontal member joint having a horizontal member cover wall connecting between upper ends of the wall and the first and second horizontal member joint walls; and first and second rafter member joint walls arranged to face each other. , and a rafter member receiving wall connecting between the lower ends of the first and second rafter member joint walls, and a rafter member joint provided integrally with the horizontal member joint, A horizontal member is inserted into the first groove formed by the joint wall of the horizontal member and the covering wall of the horizontal member, and the first groove is inserted into the side surface of the horizontal member while the upper surface of the horizontal member is covered with the covering wall of the horizontal member. and the second horizontal member joint wall are joined, and the rafter member is inserted into the second groove formed by the first and second rafter member joint walls and the rafter member receiving wall, and the lower surface of the rafter member is The first and second rafter joining walls are adapted to be joined to the side surfaces of the rafter members while being received by the receiving wall, and at least a portion of the transverse member covering wall and the rafter member receiving wall are coplanar. integrally extended above.

本発明に係る屋根構造は、一実施形態において、上述の接合金物と、接合金物によって接合された横架材及び垂木部材とを備える。 A roof structure according to the present invention, in one embodiment, comprises the joint hardware described above, and transverse members and rafter members joined by the joint hardware.

本発明の接合金物及びそれを用いた屋根構造の一実施形態によれば、横架材被壁の少なくとも一部と垂木部材受壁とが同一平面上で一体に延在されているので、地震等の振動を受けた際、横架材被壁の少なくとも一部及び垂木部材受壁の面内剛性及び耐力を利用して振動に抵抗でき、接合部材間の角度をより確実に保持でき、接合部分のせん断性能を向上できる。 According to an embodiment of the joint metal of the present invention and the roof structure using the same, since at least a part of the horizontal member cover wall and the rafter member receiving wall are integrally extended on the same plane, When subjected to vibrations such as the horizontal member cover wall and the in-plane rigidity and strength of the rafter member receiving wall, the vibration can be resisted, and the angle between the joint members can be more reliably maintained, It can improve the shear performance of the part.

本発明の実施の形態1による接合金物を示す斜視図である。1 is a perspective view showing a metal joint according to Embodiment 1 of the present invention; FIG. 図1の接合金物を含む屋根構造を示す側面図である。FIG. 2 is a side view showing a roof structure including the joint hardware of FIG. 1; 図2の屋根構造を示す平面図である。FIG. 3 is a plan view showing the roof structure of FIG. 2; 図3の垂木部材を含む屋根パネルユニットを示す斜視図である。Figure 4 is a perspective view of a roof panel unit including the rafter member of Figure 3; 本発明の実施の形態2による接合金物を示す斜視図である。FIG. 5 is a perspective view showing a joint metal fitting according to Embodiment 2 of the present invention; 図5の接合金物を含む屋根構造を示す側面図である。FIG. 6 is a side view showing a roof structure including the joint hardware of FIG. 5; 図6の屋根構造を示す平面図である。FIG. 7 is a plan view showing the roof structure of FIG. 6; 本発明の実施の形態3による接合金物を示す斜視図である。FIG. 8 is a perspective view showing a joint metal fitting according to Embodiment 3 of the present invention; 本発明の実施の形態4による接合金物を示す斜視図である。FIG. 11 is a perspective view showing a joint metal fitting according to Embodiment 4 of the present invention; 図9の接合金物を含む屋根構造を示す側面図である。FIG. 10 is a side view showing a roof structure including the joint hardware of FIG. 9; 図10の屋根構造を示す平面図である。FIG. 11 is a plan view showing the roof structure of FIG. 10; 本発明の実施の形態5による接合金物を示す斜視図である。FIG. 11 is a perspective view showing a metal joint according to Embodiment 5 of the present invention; 図12の接合金物を含む屋根構造を示す側面図である。FIG. 13 is a side view showing a roof structure including the joint hardware of FIG. 12; 図13の屋根構造を示す平面図である。FIG. 14 is a plan view showing the roof structure of FIG. 13; 本発明の実施の形態6による接合金物を示す斜視図である。FIG. 11 is a perspective view showing a joint metal fitting according to Embodiment 6 of the present invention; 図15の接合金物を含む屋根構造を示す側面図である。FIG. 16 is a side view showing a roof structure including the joint hardware of FIG. 15; 図16の屋根構造を示す平面図である。FIG. 17 is a plan view showing the roof structure of FIG. 16; 本発明の実施の形態7による接合金物を示す斜視図である。FIG. 12 is a perspective view showing a metal joint according to Embodiment 7 of the present invention; 図18の接合金物を含む屋根構造を示す側面図である。FIG. 19 is a side view showing a roof structure including the joint hardware of FIG. 18; 図19の屋根構造を示す平面図である。FIG. 20 is a plan view showing the roof structure of FIG. 19;

以下、本発明を実施するための形態について、図面を参照して説明する。本発明は各実施の形態に限定されるものではなく、その要旨を逸脱しない範囲で構成要素を変形して具体化できる。また、各実施形態に開示されている複数の構成要素の適宜な組み合わせにより、種々の発明を形成できる。例えば、実施の形態に示される全構成要素からいくつかの構成要素を削除してもよい。さらに、異なる実施形態の構成要素を適宜組み合わせてもよい。 EMBODIMENT OF THE INVENTION Hereinafter, the form for implementing this invention is demonstrated with reference to drawings. The present invention is not limited to each embodiment, and can be embodied by modifying the constituent elements without departing from the scope of the invention. Moreover, various inventions can be formed by appropriately combining a plurality of constituent elements disclosed in each embodiment. For example, some components may be deleted from all the components shown in the embodiments. Furthermore, components of different embodiments may be combined as appropriate.

実施の形態1.
図1は、本発明の実施の形態1による接合金物1を示す斜視図である。図1に示す接合金物1は、屋根の横架材と垂木部材とを接合するための部材である。屋根の横架材及び垂木部材については、後に図を用いて説明する。本実施の形態の接合金物1は、1枚の板状部材の成形品である。板状部材は、鋼等の金属板であり得る。しかしながら、溶接等により全体として一体とされていれば、接合金物1の一部が他の部分とは別個の部材により構成されていてもよい。
Embodiment 1.
FIG. 1 is a perspective view showing a metal joint 1 according to Embodiment 1 of the present invention. A joint metal 1 shown in FIG. 1 is a member for joining a horizontal member of a roof and a rafter member. The horizontal beams and rafters of the roof will be described later with reference to the drawings. The metal joint 1 of the present embodiment is a molded product of one plate-shaped member. The plate member may be a metal plate such as steel. However, a part of the metal joint 1 may be composed of a separate member from the other parts as long as they are integrated as a whole by welding or the like.

以下、幅方向1w、奥行方向1d及び高さ方向1hとの用語を用いて接合金物1の各部の構成を説明することがある。奥行方向1dに関連して奥及び手前との用語を用い、高さ方向1hに関連して上及び下との用語を用いることもある。これら幅方向1w、奥行方向1d及び高さ方向1hは、互いに直交する方向であってよい。これら幅方向1w、奥行方向1d及び高さ方向1hとの用語は、図1における接合金物1の向きに基づいて説明のために定義されたものであり、必ずしも接合金物1の使用態様を限定するものではない。これら幅方向1w、奥行方向1d及び高さ方向1hのそれぞれを、より一般的に第1方向、第2方向及び第3方向と呼んでもよい。 Hereinafter, the configuration of each part of the metal joint 1 may be described using the terms width direction 1w, depth direction 1d, and height direction 1h. The terms back and front may be used in relation to the depth direction 1d, and the terms up and down may be used in relation to the height direction 1h. The width direction 1w, the depth direction 1d and the height direction 1h may be directions orthogonal to each other. The terms 1w in the width direction, 1d in the depth direction, and 1h in the height direction are defined for explanation based on the orientation of the joint metal 1 in FIG. not a thing These width direction 1w, depth direction 1d and height direction 1h may be more generally called the first direction, the second direction and the third direction, respectively.

図1に示すように、本実施の形態の接合金物1は、横架材接合部11と垂木部材接合部12とを有している。横架材接合部11は、横架材に接合されることが意図された部分である。垂木部材接合部12は、垂木部材に接合されることが意図された部分である。垂木部材接合部12は、横架材接合部11と一体に設けられている。横架材接合部11が横架材に接合されるとともに、垂木部材接合部12が垂木部材に接合されることで、接合金物1を介して横架材及び垂木部材が互いに接合され得る。 As shown in FIG. 1 , the metal joint 1 of this embodiment has a horizontal member joint portion 11 and a rafter member joint portion 12 . A cross member joint 11 is a portion intended to be joined to a cross member. The rafter joint 12 is the part intended to be joined to the rafter. The rafter member joint portion 12 is provided integrally with the horizontal member joint portion 11 . By joining the horizontal member joint portion 11 to the horizontal member and joining the rafter member joint portion 12 to the rafter member, the horizontal member and the rafter member can be joined to each other via the joint hardware 1 .

<横架材接合部について>
横架材接合部11は、互いに対向するように配置された第1及び第2横架材接合壁111,112と、これら第1及び第2横架材接合壁111,112の上端間を接続する横架材被壁113とを有している。
<Regarding the joints of horizontal members>
The horizontal member joint portion 11 connects first and second horizontal member joint walls 111 and 112 arranged to face each other and upper ends of the first and second horizontal member joint walls 111 and 112. It has a horizontal member covered wall 113 that

第1及び第2横架材接合壁111,112は、接合金物1の幅方向1w及び高さ方向1hにそれぞれ延在された壁部であり、接合金物1の奥行方向1dに互いに離間して配置されている。第1及び第2横架材接合壁111,112は、互いに平行に延在されていてよい。図1において、奥行方向1dに係る奥側に第1横架材接合壁111が配置されており、奥行方向1dに係る手前側に第2横架材接合壁112が配置されている。 The first and second horizontal member joining walls 111 and 112 are walls extending in the width direction 1w and the height direction 1h of the joint metal 1, and are separated from each other in the depth direction 1d of the joint metal 1. are placed. The first and second cross member joining walls 111, 112 may extend parallel to each other. In FIG. 1, the first horizontal member joint wall 111 is arranged on the far side in the depth direction 1d, and the second horizontal member joint wall 112 is arranged on the front side in the depth direction 1d.

第2横架材接合壁112の高さは、第1横架材接合壁111の高さよりも低くされている。第1及び第2横架材接合壁111,112の下端を水平面上に載置したとき、第2横架材接合壁112の上端は第1横架材接合壁111の上端よりも下に位置する。 The height of the second horizontal member joining wall 112 is lower than the height of the first horizontal member joining wall 111 . When the lower ends of the first and second horizontal member joining walls 111 and 112 are placed on a horizontal surface, the upper end of the second horizontal member joining wall 112 is positioned below the upper end of the first horizontal member joining wall 111. do.

第2横架材接合壁112は、幅方向1wに互いに離間して配置された一対の部分壁112a,112bを有している。部分壁112a,112bの間には切り欠き112cが設けられている。幅方向1wに係る切り欠き112cの幅は、同方向に係る後述の垂木部材受壁123(接続壁123b)の幅と一致しているか又はその幅よりも広くてよい。 The second horizontal member joining wall 112 has a pair of partial walls 112a and 112b spaced apart from each other in the width direction 1w. A notch 112c is provided between the partial walls 112a, 112b. The width of the notch 112c in the width direction 1w may match or be wider than the width of the rafter member receiving wall 123 (connecting wall 123b) described below in the same direction.

第1及び第2横架材接合壁111,112には、幅方向1wに互いに離間して配置された第1及び第2ボルト孔114,115が設けられている。幅方向1wは、第1及び第2横架材接合壁111,112の幅方向と同義である。後に図を用いて説明するように、これら第1及び第2ボルト孔114,115は、横架材を貫通するボルトがそれぞれ通されるように適合されている。 The first and second horizontal member joining walls 111 and 112 are provided with first and second bolt holes 114 and 115 spaced apart from each other in the width direction 1w. The width direction 1w is synonymous with the width direction of the first and second horizontal member joining walls 111 and 112 . These first and second bolt holes 114, 115 are adapted to allow the passage of bolts passing through the transverse members, respectively, as will be explained later with reference to the drawings.

第1ボルト孔114は、第1横架材接合壁111に設けられた第1開口114aと、その第1開口114aと同軸に配置されるとともに第2横架材接合壁112に設けられた第2開口114bとを有している。第1及び第2開口114a,114bの形状は、図1に示すように異なっていてもよいし、同じであってもよい。同様に、第2ボルト孔115は、第1横架材接合壁111に設けられた第3開口115aと、その第3開口115aと同軸に配置されるとともに第2横架材接合壁112に設けられた第4開口115bとを有している。第3及び第4開口115a,115bの形状は、図1に示すように異なっていてもよいし、同じであってもよい。第2横架材接合壁112に設けられた第2開口114bと第4開口115bとは、互いに異なる部分壁112a,112bにそれぞれ設けられることができる。 The first bolt hole 114 includes a first opening 114 a provided in the first horizontal member joining wall 111 and a second opening 114 a provided in the second horizontal member joining wall 112 while being arranged coaxially with the first opening 114 a. 2 openings 114b. The shapes of the first and second openings 114a, 114b may be different, as shown in FIG. 1, or may be the same. Similarly, the second bolt hole 115 is arranged coaxially with a third opening 115a provided in the first horizontal member joining wall 111 and provided in the second horizontal member joining wall 112. and a fourth opening 115b. The shapes of the third and fourth openings 115a, 115b may be different, as shown in FIG. 1, or may be the same. The second opening 114b and the fourth opening 115b provided in the second horizontal member joining wall 112 can be provided in different partial walls 112a and 112b, respectively.

幅方向1wに係る第1及び第2ボルト孔114,115の中心位置間の距離は、第1及び第2横架材接合壁111,112の全幅の50%以上に設定されている。第1及び第2横架材接合壁111,112の全幅は、幅方向1wに係る後述の第1溝116の全長と理解してもよい。幅方向1wに関して、第1ボルト孔114と第2ボルト孔115との間に垂木部材接合部12が配置されている。 The distance between the center positions of the first and second bolt holes 114, 115 in the width direction 1w is set to 50% or more of the full width of the first and second horizontal member joining walls 111, 112. As shown in FIG. The full width of the first and second horizontal member joining walls 111 and 112 may be understood as the full length of a first groove 116 described later in the width direction 1w. The rafter member joint portion 12 is arranged between the first bolt hole 114 and the second bolt hole 115 in the width direction 1w.

横架材被壁113は、全体として接合金物1の幅方向1w及び奥行方向1dに延在された壁部であり、上述のように第1及び第2横架材接合壁111,112の上端間を接続している。 The horizontal member covering wall 113 is a wall portion extending in the width direction 1w and the depth direction 1d of the metal joint 1 as a whole, and the upper ends of the first and second horizontal member joint walls 111 and 112 as described above. connecting between.

本実施の形態の横架材被壁113は、第1横架材接合壁111の上端から第1横架材接合壁111に直交する面に沿って延在された直交壁113aと、直交壁113aの先端と第2横架材接合壁112の上端との間に設けられ、直交壁113aに対して傾斜して延在された傾斜壁113bとを有している。 The horizontal member covering wall 113 of the present embodiment includes an orthogonal wall 113a extending from the upper end of the first horizontal member joining wall 111 along a plane orthogonal to the first horizontal member joining wall 111, and an orthogonal wall It has an inclined wall 113b which is provided between the tip of 113a and the upper end of the second horizontal member joining wall 112 and which extends obliquely with respect to the orthogonal wall 113a.

上述のように第2横架材接合壁112の上端は第1横架材接合壁111の上端よりも下方に位置しており、傾斜壁113bは第2横架材接合壁112に向かうにつれて下がるように傾斜されている。傾斜壁113bは、上側の一端113b1(奥行方向1dに係る直交壁113a側の一端)と、下側の一端113b2(奥行方向1dに係る第2横架材接合壁112側の一端)とを有している。直交壁113aに対する傾斜壁113bの傾斜角度は、水平に対する垂木部材の傾斜角度に応じて決定される。すなわち、傾斜壁113bの傾斜角度が異なる複数の接合金物1が準備されてよく、屋根の勾配に応じた傾斜角度の接合金物1が選定されて使用されてよい。 As described above, the upper end of the second horizontal member joining wall 112 is positioned lower than the upper end of the first horizontal member joining wall 111, and the inclined wall 113b descends toward the second horizontal member joining wall 112. It is slanted so that The inclined wall 113b has an upper end 113b1 (one end on the orthogonal wall 113a side in the depth direction 1d) and a lower end 113b2 (an end on the second horizontal member joining wall 112 side in the depth direction 1d). are doing. The inclination angle of the inclined wall 113b with respect to the orthogonal wall 113a is determined according to the inclination angle of the rafter member with respect to the horizontal. That is, a plurality of joint metal fittings 1 having different inclination angles of the inclined wall 113b may be prepared, and the joint metal fittings 1 having an inclination angle corresponding to the slope of the roof may be selected and used.

第1及び第2横架材接合壁111,112並びに横架材被壁113は、全体として断面コ字形に配置されており、全体として第1溝116を形成している。第1溝116は、幅方向1wに延びているとともに下向きに開口している。後に図を用いて説明するように、接合金物1は、第1溝116内に横架材が挿入され、横架材の上面に横架材被壁113を被せた状態で横架材の側面に第1及び第2横架材接合壁111,112が接合されるように適合されている。 The first and second horizontal member joining walls 111 and 112 and the horizontal member covered wall 113 are arranged to have a U-shaped cross section as a whole and form a first groove 116 as a whole. The first groove 116 extends in the width direction 1w and opens downward. As will be described later with reference to the drawings, the joining hardware 1 has a horizontal member inserted into the first groove 116, and the horizontal member covered wall 113 covers the upper surface of the horizontal member. , the first and second horizontal member joining walls 111, 112 are joined to each other.

<垂木部材接合部について>
垂木部材接合部12は、互いに対向するように配置された第1及び第2垂木部材接合壁121,122と、これら第1及び第2垂木部材接合壁121,122の下端間を接続する垂木部材受壁123とを有している。
<Regarding rafter member joints>
The rafter member joint portion 12 includes first and second rafter member joint walls 121 and 122 arranged to face each other, and a rafter member that connects the lower ends of the first and second rafter member joint walls 121 and 122. It has a receiving wall 123 .

第1及び第2垂木部材接合壁121,122は、第1及び第2横架材接合壁111,112の延在面と交わる面に沿って延在された壁部である。好ましくは、第1及び第2垂木部材接合壁121,122は、第1及び第2横架材接合壁111,112の延在面と直交する面に沿って延在されている。本実施の形態の第1及び第2垂木部材接合壁121,122は、接合金物1の奥行方向1d及び高さ方向1hにそれぞれ延在されており、接合金物1の幅方向1wに互いに離間して配置されている。第1及び第2垂木部材接合壁121,122は、互いに平行に延在されていてよい。 The first and second rafter member joining walls 121 and 122 are walls extending along a plane intersecting the extending planes of the first and second horizontal member joining walls 111 and 112 . Preferably, the first and second rafter member joint walls 121 and 122 extend along a plane orthogonal to the extending planes of the first and second horizontal member joint walls 111 and 112 . The first and second rafter member joining walls 121 and 122 of the present embodiment extend in the depth direction 1d and the height direction 1h of the joining metal fitting 1, respectively, and are separated from each other in the width direction 1w of the joining metal fitting 1. are placed. The first and second rafter joining walls 121, 122 may extend parallel to each other.

第1及び第2垂木部材接合壁121,122には、第3ボルト孔124が設けられている。後に図を用いて説明するように、第3ボルト孔124は、垂木部材を貫通するボルトが通されるように適合されている。第3ボルト孔124は、第1垂木部材接合壁121に設けられた第5開口124aと、その第5開口124aと同軸に配置されるとともに第2垂木部材接合壁122に設けられた第6開口124bとを有している。 Third bolt holes 124 are provided in the first and second rafter member joint walls 121 and 122 . The third bolt holes 124 are adapted to allow the passage of bolts through the rafter members, as will be explained later with reference to the drawings. The third bolt hole 124 includes a fifth opening 124a provided in the first rafter member joining wall 121 and a sixth opening provided in the second rafter member joining wall 122 while being arranged coaxially with the fifth opening 124a. 124b.

垂木部材受壁123は、全体として接合金物1の幅方向1w及び奥行方向1dに延在された壁部であり、上述のように第1及び第2垂木部材接合壁121,122の下端間を接続している。 The rafter member receiving wall 123 is a wall portion extending in the width direction 1w and the depth direction 1d of the metal joint 1 as a whole, and extends between the lower ends of the first and second rafter member joint walls 121 and 122 as described above. Connected.

垂木部材受壁123は、横架材被壁113の少なくとも一部と同一平面上で一体に延在されている。本実施の形態の垂木部材受壁123は、横架材被壁113の傾斜壁113bと同一平面上で一体に延在されている。 The rafter member receiving wall 123 extends integrally on the same plane as at least a portion of the horizontal member covering wall 113 . The rafter member receiving wall 123 of the present embodiment extends integrally with the inclined wall 113b of the horizontal member cover wall 113 on the same plane.

本実施の形態の垂木部材接合部12は、奥行方向1dに係る横架材接合部11の外側に設けられている。奥行方向1dは、第1及び第2横架材接合壁111,112の離間方向と同義である。垂木部材受壁123は、横架材被壁113から奥行方向1dに係る一方に延出されている。より具体的には、垂木部材受壁123は、幅方向1wにおける横架材被壁113の中央部において、傾斜壁113bと同一面をなすように傾斜壁113bの下側の一端113b2から奥行方向1dに係る手前側に延出されている。垂木部材受壁123は、傾斜壁113bと同様に直交壁113aに対して傾斜して延在されている。垂木部材受壁123は、第2横架材接合壁112から離れるにつれて下がるように傾斜されている。 The rafter member joint portion 12 of the present embodiment is provided outside the horizontal member joint portion 11 in the depth direction 1d. The depth direction 1d is synonymous with the separation direction of the first and second horizontal member joint walls 111 and 112 . The rafter member receiving wall 123 extends from the horizontal member covered wall 113 in one direction in the depth direction 1d. More specifically, the rafter member receiving wall 123 extends in the depth direction from one end 113b2 of the lower side of the inclined wall 113b so as to form the same plane as the inclined wall 113b at the central portion of the horizontal member covering wall 113 in the width direction 1w. It is extended to the front side related to 1d. The rafter member receiving wall 123 extends obliquely with respect to the orthogonal wall 113a in the same manner as the inclined wall 113b. The rafter member receiving wall 123 is slanted downward as it separates from the second horizontal member joining wall 112 .

垂木部材受壁123は、第1及び第2垂木部材接合壁121,122の下端間を接続する垂木部材受壁本体123aと、垂木部材受壁本体123aと横架材被壁113とを接続する接続壁123bとを有している。奥行方向1dに係る接続壁123bの長さは、奥行方向1dに係る手前側に配置された第2垂木部材接合壁122の高さ以上に設定されている。換言すると、部分壁112a,112bと第1及び第2垂木部材接合壁121,122とを曲げ戻し、部分壁112a,112b、垂木部材受壁123並びに第1及び第2垂木部材接合壁121,122を同一平面上に位置させたとき、部分壁112a,112bの先端よりも先に第1及び第2垂木部材接合壁121,122が位置されていてよい。 The rafter member receiving wall 123 connects the rafter member receiving wall body 123a that connects the lower ends of the first and second rafter member joining walls 121 and 122, and the rafter member receiving wall body 123a and the horizontal member cover wall 113. connection wall 123b. The length of the connection wall 123b in the depth direction 1d is set to be equal to or greater than the height of the second rafter member joining wall 122 arranged on the front side in the depth direction 1d. In other words, the partial walls 112a and 112b and the first and second rafter member joining walls 121 and 122 are bent back, and the partial walls 112a and 112b, the rafter member receiving wall 123 and the first and second rafter member joining walls 121 and 122 are bent back. are positioned on the same plane, the first and second rafter member joining walls 121, 122 may be positioned ahead of the tips of the partial walls 112a, 112b.

第1及び第2垂木部材接合壁121,122並びに垂木部材受壁123は、全体として断面コ字形に配置されており、全体として第2溝125を形成している。高さ方向1hに沿って接合金物1を見たとき、第2溝125は第1溝116の延在方向と交わる方向に延在されている。好ましくは、高さ方向1hに沿って接合金物1を見たとき、第2溝125は第1溝116の延在方向と直交する方向に延在されている。また、第2溝125は、高さ方向1hに関して第1溝116と逆向きに開口している。本実施の形態の第2溝125は、奥行方向1dに延びているとともに上向きに開口している。後に図を用いて説明するように、接合金物1は、第2溝125内に垂木部材が挿入され、垂木部材の下面を垂木部材受壁123で受けた状態で垂木部材の側面に第1及び第2垂木部材接合壁121,122が接合されるように適合されている。 The first and second rafter joining walls 121 and 122 and the rafter receiving wall 123 are arranged to have a U-shaped cross section as a whole and form a second groove 125 as a whole. The second groove 125 extends in a direction intersecting the extending direction of the first groove 116 when the metal joint 1 is viewed along the height direction 1h. Preferably, the second grooves 125 extend in a direction orthogonal to the extending direction of the first grooves 116 when the metal joint 1 is viewed along the height direction 1h. Also, the second groove 125 opens in the opposite direction to the first groove 116 with respect to the height direction 1h. The second groove 125 of the present embodiment extends in the depth direction 1d and opens upward. As will be described later with reference to the drawings, the joint metal 1 is attached to the first and second sides of the rafter member in a state in which the rafter member is inserted into the second groove 125 and the lower surface of the rafter member is received by the rafter member receiving wall 123 . Second rafter joining walls 121, 122 are adapted to be joined.

次に、図2は図1の接合金物1を含む屋根構造を示す側面図であり、図3は図2の屋根構造を示す平面図である。図2及び図3に示すように、本実施の形態1による屋根構造は、上述の接合金物1と、その接合金物1によって接合された横架材2及び垂木部材3とを備えている。 Next, FIG. 2 is a side view showing a roof structure including the joint hardware 1 of FIG. 1, and FIG. 3 is a plan view showing the roof structure of FIG. As shown in FIGS. 2 and 3, the roof structure according to Embodiment 1 includes the joint hardware 1 described above, and horizontal members 2 and rafter members 3 joined by the joint hardware 1 .

屋根は、例えば木造家屋等の木造構造物の一部を構成し得る。横架材2及び垂木部材3は、全体として断面矩形の長手状部材である。図3のように鉛直方向に沿って横架材2及び垂木部材3を見たとき、横架材2及び垂木部材3はそれぞれの長手方向2a,3aが互いに交わるように配置されている。好ましくは、横架材2の長手方向2aは、垂木部材3の長手方向3aに直交する。横架材2及び垂木部材3は、典型的には木製の部材であるが、例えば角形鋼管等の金属製の部材であってもよい。横架材2は、例えば軒桁又は母屋等の水平方向に延在された部材であり得る。垂木部材3は、横架材2の上方に配置されている。図2及び図3には示していないが、垂木部材3の上部には、例えば野地板、防水シート及び屋根材(瓦等)等の他の部材が配置され得る。 A roof may form part of a wooden structure, for example a wooden house. The horizontal member 2 and the rafter member 3 are longitudinal members having a rectangular cross section as a whole. When the horizontal member 2 and the rafter member 3 are viewed along the vertical direction as shown in FIG. Preferably, the longitudinal direction 2a of the cross member 2 is perpendicular to the longitudinal direction 3a of the rafter member 3 . The horizontal members 2 and the rafter members 3 are typically wooden members, but may be metal members such as rectangular steel pipes. The horizontal member 2 may be a horizontally extending member such as an eaves girder or a purlin. The rafter member 3 is arranged above the horizontal member 2 . Although not shown in FIGS. 2 and 3, other members such as sheathing boards, waterproof sheets, and roofing materials (tiles, etc.) may be arranged above the rafter members 3 .

図2に特に表れているように、本実施の形態の垂木部材3は水平方向に対して傾斜して延在されている。より具体的には、垂木部材3は、長手方向3aに係る一端が他端よりも上方に位置するように傾斜して延在されている。上方に位置する垂木部材3の一端は屋根の棟側に位置し、下方に位置する垂木部材3の他端は屋根の軒側に位置することができる。水平方向に対する垂木部材3の傾斜角度は屋根毎に異なる場合がある。 As particularly shown in FIG. 2, the rafter member 3 of this embodiment extends obliquely with respect to the horizontal direction. More specifically, the rafter member 3 extends obliquely such that one end in the longitudinal direction 3a is positioned higher than the other end. One end of the upper rafter member 3 can be positioned on the ridge side of the roof, and the other end of the lower rafter member 3 can be positioned on the eave side of the roof. The angle of inclination of the rafter members 3 with respect to the horizontal direction may vary from roof to roof.

横架材2の上部には、垂木部材3の下部が挿入され得る切欠部20が設けられている。切欠部20は、水平に対する垂木部材3の傾斜角度に合わせて横架材2の上部の角の一部を面取りしたかのような窪みである。切欠部20は、横架材2の全長に亘って形成されていてもよい。図示の形態では、横架材2の幅方向(横架材2の長手方向2aに直交する方向)に係る切欠部20の幅20wは、横架材2の全幅よりも狭くされている。 The upper part of the horizontal member 2 is provided with a notch 20 into which the lower part of the rafter member 3 can be inserted. The notch 20 is a depression as if a part of the upper corner of the horizontal member 2 was chamfered according to the inclination angle of the rafter member 3 with respect to the horizontal. The notch 20 may be formed over the entire length of the horizontal member 2 . In the illustrated embodiment, the width 20w of the notch 20 in the width direction of the horizontal member 2 (the direction perpendicular to the longitudinal direction 2a of the horizontal member 2) is narrower than the full width of the horizontal member 2. As shown in FIG.

本実施の形態の横架材2の長手方向2aに係る切欠部20の長さ20Lは、同方向に係る垂木部材3の幅3wよりも広く設定されている。図3に表れているように、切欠部20の長さ20Lは同方向に係る接合金物1の幅1wよりも広く設定されている。切欠部20の側壁によって接合金物1の位置を決めることができるように、切欠部20の長さ20Lは接合金物1の幅1wと同程度であることが好ましい。切欠部20の長さ20Lは、接合金物1の幅1wの103%以上、120%以下とすることができる。なお、接合金物1の幅1w(横架材接合部11の幅)は、垂木部材3の幅3wよりも広い。垂木部材3の幅3wは、第1及び第2垂木部材接合壁121,122の内面間距離と等しい。 The length 20L of the notch 20 in the longitudinal direction 2a of the horizontal member 2 of this embodiment is set wider than the width 3w of the rafter member 3 in the same direction. As shown in FIG. 3, the length 20L of the notch 20 is set wider than the width 1w of the metal joint 1 in the same direction. It is preferable that the length 20L of the notch 20 is approximately the same as the width 1w of the joint 1 so that the side wall of the notch 20 can determine the position of the joint 1 . The length 20L of the notch 20 can be 103% or more and 120% or less of the width 1w of the metal joint 1 . The width 1w of the joint hardware 1 (the width of the horizontal member joint portion 11) is wider than the width 3w of the rafter member 3. As shown in FIG. The width 3w of the rafter member 3 is equal to the distance between the inner surfaces of the first and second rafter member joint walls 121 and 122. As shown in FIG.

図2に示すように、切欠部20が設けられている位置において、横架材2の上面21は、横架材2の第1側面221に対して直交して延在する直交面21aと、直交面21aに対して傾斜して延在する傾斜面21bとを有している。傾斜面21bは、直交面21aの先端と横架材2の第2側面222の上端とを接続している。傾斜面21bは、切欠部20の底面を構成している。第2側面222は、横架材2の幅方向に関して第1側面221とは逆側の面である。第2側面222の上端は、第1側面221の上端及び直交面21aよりも下方に位置している。傾斜面21bは、第2側面222に向かうにつれて下がるように傾斜している。傾斜面21bは、垂木部材3の下面31と平行に延在され得る。すなわち、直交面21aに対する傾斜面21bの傾斜角度は、水平に対する垂木部材3の傾斜角度に応じて設定されている。 As shown in FIG. 2, at the position where the notch 20 is provided, the upper surface 21 of the horizontal member 2 includes an orthogonal surface 21a extending orthogonally to the first side surface 221 of the horizontal member 2, and an inclined surface 21b that extends obliquely with respect to the orthogonal surface 21a. The inclined surface 21 b connects the tip of the orthogonal surface 21 a and the upper end of the second side surface 222 of the horizontal member 2 . The inclined surface 21 b constitutes the bottom surface of the notch 20 . The second side surface 222 is a surface opposite to the first side surface 221 with respect to the width direction of the horizontal member 2 . The upper end of the second side surface 222 is located below the upper end of the first side surface 221 and the orthogonal surface 21a. The inclined surface 21 b is inclined downward toward the second side surface 222 . The inclined surface 21 b may extend parallel to the lower surface 31 of the rafter member 3 . That is, the inclination angle of the inclined surface 21b with respect to the orthogonal surface 21a is set according to the inclination angle of the rafter member 3 with respect to the horizontal.

接合金物1は、横架材被壁113の傾斜壁113bが切欠部20内に収まるように横架材2の上に配置されている。また、接合金物1は、横架材2と垂木部材3との間に介在されるように配置されている。接合金物1は、横架材2及び垂木部材3を接合している。図に示すように、第1溝116内に横架材2が挿入され、横架材2の上面21に横架材被壁113を被せた状態で横架材2の側面221,222に第1及び第2横架材接合壁111,112が接合されている。また、第2溝125内に垂木部材3が挿入され、垂木部材3の下面31を垂木部材受壁123で受けた状態で垂木部材3の側面32,33に第1及び第2垂木部材接合壁121,122が接合されている。 The joint hardware 1 is arranged on the horizontal member 2 so that the inclined wall 113b of the horizontal member covering wall 113 is accommodated in the notch portion 20. As shown in FIG. Moreover, the joint metal 1 is arranged so as to be interposed between the horizontal member 2 and the rafter member 3 . The joining hardware 1 joins the horizontal member 2 and the rafter member 3 . As shown in the figure, the horizontal member 2 is inserted into the first groove 116 , and the side surfaces 221 and 222 of the horizontal member 2 are attached to the side surfaces 221 and 222 while the upper surface 21 of the horizontal member 2 is covered with the horizontal member covered wall 113 . First and second horizontal member joint walls 111 and 112 are joined. Further, the rafter member 3 is inserted into the second groove 125 and the first and second rafter member joint walls are attached to the side surfaces 32 and 33 of the rafter member 3 in a state in which the lower surface 31 of the rafter member 3 is received by the rafter member receiving wall 123 . 121 and 122 are joined.

本実施の形態の屋根構造では、横架材2を貫通する第1及び第2ボルト41,42が第1及び第2横架材接合壁111,112の第1及び第2ボルト孔114,115(図1参照)にそれぞれ通されることで、第1及び第2横架材接合壁111,112が横架材2の側面221,222に接合されている。同様に、垂木部材3を貫通する第3ボルト43が第1及び第2垂木部材接合壁121,122の第3ボルト孔124(図1参照)に通されることで、第1及び第2垂木部材接合壁121,122が垂木部材3の側面32,33に接合されている。第1~第3ボルト41~43を通しボルトと呼んでもよい。第1~第3ボルト41~43の先端にはナット41a~43aが取り付けられ得る。 In the roof structure of this embodiment, the first and second bolts 41 and 42 passing through the horizontal member 2 are inserted into the first and second bolt holes 114 and 115 of the first and second horizontal member joining walls 111 and 112. (See FIG. 1), the first and second horizontal member joining walls 111 and 112 are joined to the side surfaces 221 and 222 of the horizontal member 2 . Similarly, the third bolts 43 penetrating the rafter member 3 are passed through the third bolt holes 124 (see FIG. 1) of the first and second rafter member joint walls 121 and 122, thereby connecting the first and second rafters. Member joining walls 121 and 122 are joined to the side surfaces 32 and 33 of the rafter member 3 . The first to third bolts 41 to 43 may be called through bolts. Nuts 41a-43a can be attached to the tips of the first through third bolts 41-43.

横架材2及び垂木部材3の少なくとも一方には、第1~第3ボルト41~43が通される貫通孔が予め設けられていることが好ましい。換言すると、貫通孔は、第1~第3ボルト41~43が通される前に形成されていることが好ましい。貫通孔は、構造物の建築現場で形成されてもよいが、工場において予め形成されていることが好ましい。特に、垂木部材3に貫通孔が予め設けられていることが好ましい。本実施の形態では横架材2及び垂木部材3の両方に貫通孔が予め設けられている。 Preferably, at least one of the horizontal member 2 and the rafter member 3 is provided in advance with through holes through which the first to third bolts 41 to 43 are passed. In other words, the through holes are preferably formed before the first to third bolts 41 to 43 are passed through. The through holes may be formed at the construction site of the structure, but are preferably preformed at the factory. In particular, it is preferable that the rafter member 3 is provided with a through hole in advance. In this embodiment, both the horizontal member 2 and the rafter member 3 are provided with through holes in advance.

しかしながら、横架材2の側面221,222に対する第1及び第2横架材接合壁111,112の接合方法、並びに垂木部材3の側面32,33に対する第1及び第2垂木部材接合壁121,122の接合方法は任意であり、例えばねじ又はラグスクリューボルト等の他の緊結部材が用いられてもよい。他の緊結部材が用いられる場合、その緊結部材が用いられる部位では、貫通孔が予め設けられていなくてもよい。 However, the method of joining the first and second horizontal member joining walls 111 and 112 to the side surfaces 221 and 222 of the horizontal member 2 and the first and second rafter member joining walls 121 and 121 to the side surfaces 32 and 33 of the rafter member 3 are The joining method of 122 is arbitrary and other fastening members such as screws or lag screw bolts may be used. When another binding member is used, the portion where the binding member is used does not have to be pre-formed with a through hole.

次に、図4は図3の垂木部材3を含む屋根パネルユニット5を示す斜視図である。垂木部材3は単体の部材であってもよいが、本実施の形態の垂木部材3は、野地板50及び屋根材51とともにユニット化された屋根パネルユニット5の一部を構成している。屋根パネルユニット5は、防水シート52等の他の部材も含んでいてよい。説明のために図4では一部の構成を切り欠いた状態で示している。 Next, FIG. 4 is a perspective view showing the roof panel unit 5 including the rafter member 3 of FIG. The rafter member 3 may be a single member, but the rafter member 3 of the present embodiment constitutes a part of the roof panel unit 5 unitized together with the sheathing board 50 and the roof material 51 . Roof panel unit 5 may also include other members such as tarpaulin 52 . For the sake of explanation, FIG. 4 shows a part of the structure cut away.

垂木部材3は、クレーン等により屋根パネルユニット5の全体とともに吊り上げられて横架材2の上方に配置されることができる。垂木部材3が横架材2の上方に配置される前に、接合金物1の横架材接合部11を横架材2に接合しておくことができる。そして、横架材2に接合された接合金物1の第2溝125内に挿入されるように垂木部材3を配置することができる。 The rafter member 3 can be lifted together with the entire roof panel unit 5 by a crane or the like and placed above the horizontal member 2 . Before the rafter member 3 is arranged above the horizontal member 2 , the horizontal member joining portion 11 of the joint hardware 1 can be joined to the horizontal member 2 . Then, the rafter member 3 can be arranged so as to be inserted into the second groove 125 of the joint metal 1 joined to the horizontal member 2 .

本実施の形態のような接合金物1及びそれを用いた屋根構造では、横架材被壁113の少なくとも一部と垂木部材受壁123とが同一平面上で一体に延在されているので、地震等の振動を受けた際、横架材被壁113の少なくとも一部及び垂木部材受壁123の面内剛性及び耐力を利用して振動に抵抗できる。このため、従来のL型金物と比較して、接合部材間の角度をより確実に保持でき、接合部分のせん断性能を向上できる。 In the joint metal 1 and the roof structure using it as in the present embodiment, at least a part of the horizontal member covering wall 113 and the rafter member receiving wall 123 extend integrally on the same plane. When subjected to vibration such as an earthquake, the vibration can be resisted by utilizing the in-plane rigidity and strength of at least a part of the horizontal member cover wall 113 and the rafter member receiving wall 123 . Therefore, compared with the conventional L-shaped metal fittings, the angle between the joining members can be more reliably maintained, and the shearing performance of the joining portion can be improved.

また、横架材被壁113の傾斜壁113bが垂木部材受壁123と同一平面上で一体に延在されているので、垂木部材3が水平に対して傾斜して配置される屋根においても、より確実に接合部分のせん断性能を向上できる。 In addition, since the inclined wall 113b of the horizontal member cover wall 113 extends integrally with the rafter member receiving wall 123 on the same plane, even in a roof where the rafter member 3 is arranged inclined with respect to the horizontal, It is possible to more reliably improve the shear performance of the joint.

また、横架材被壁113が直交壁113aをさらに有するので、横架材接合部11の剛性を向上でき、より確実に接合部分のせん断性能を向上できる。 Further, since the horizontal member covered wall 113 further has the orthogonal wall 113a, the rigidity of the horizontal member joint portion 11 can be improved, and the shear performance of the joint portion can be improved more reliably.

また、垂木部材受壁123が横架材被壁113から延出されているので、横架材被壁113の少なくとも一部と垂木部材受壁123とを別個に設けることができる。これにより、振動の抵抗に利用できる面内剛性及び耐力を多く確保でき、より確実に接合部分のせん断性能を向上できる。 Further, since the rafter member receiving wall 123 extends from the horizontal member covering wall 113, at least a portion of the horizontal member covering wall 113 and the rafter member receiving wall 123 can be provided separately. As a result, a large amount of in-plane rigidity and proof stress that can be used for vibration resistance can be secured, and the shear performance of the joint can be improved more reliably.

また、図1に示す形態のように垂木部材受壁123が傾斜壁113bの下側の一端113b2から延出されることで、垂木部材受壁123が傾斜壁113bの上側の一端113b1から延出される場合と比較して、垂木部材受壁123を短くすることができる。これにより、振動を受けた際の垂木部材受壁123の局所的な変形を抑え、より確実に接合部分のせん断性能を向上できる。 1, the rafter member receiving wall 123 extends from the lower end 113b2 of the inclined wall 113b, so that the rafter member receiving wall 123 extends from the upper end 113b1 of the inclined wall 113b. The rafter member receiving wall 123 can be shortened compared to the case. As a result, local deformation of the rafter member receiving wall 123 when subjected to vibration can be suppressed, and the shear performance of the joint portion can be improved more reliably.

また、第1及び第2横架材接合壁111,112の幅方向に互いに離間して配置され、横架材2を貫通する第1及び第2ボルト41,42がそれぞれ通されるように適合された第1及び第2ボルト孔114,115が第1及び第2横架材接合壁111,112に設けられているので、第1及び第2ボルト41,42により第1及び第2横架材接合壁111,112を横架材2に容易に接合することができる。また、第1及び第2横架材接合壁111,112の幅方向に第1及び第2ボルト孔114,115が離間して配置されているので、振動を受けた際に横架材被壁113が回転することを抑えることができ、より確実に接合部分のせん断性能を向上できる。さらに、接合作業時に下からの目視により施工状態を確認することが可能となる。 Also, the joint walls 111 and 112 are spaced apart from each other in the width direction of the first and second horizontal member joining walls 111 and 112 so that the first and second bolts 41 and 42 passing through the horizontal member 2 are passed through. The first and second bolt holes 114 and 115 are provided in the first and second horizontal member joining walls 111 and 112, so that the first and second bolts 41 and 42 are used to secure the first and second horizontal members. The material joining walls 111 and 112 can be easily joined to the horizontal member 2 . In addition, since the first and second bolt holes 114 and 115 are spaced apart in the width direction of the first and second horizontal member joining walls 111 and 112, the horizontal member cover wall is Rotation of 113 can be suppressed, and the shear performance of the joint portion can be improved more reliably. Furthermore, it becomes possible to confirm the construction state by visual observation from below during the joining work.

また、垂木部材3を貫通する第3ボルト43が通されるように適合された第3ボルト孔124が第1及び第2垂木部材接合壁121,122に設けられているので、第3ボルト43により第1及び第2垂木部材接合壁121,122を垂木部材3に容易に接合することができる。また、いくつかの第3ボルト43を垂木部材3に差し込み、それらの第3ボルト43を垂木部材3の仮止めとして利用することにより、垂木部材3を吊り上げるクレーンの時間的拘束を減らして施工効率を高めることができる。さらに、接合作業時に下からの目視により施工状態を確認することが可能となる。 Further, since the third bolt hole 124 adapted to pass the third bolt 43 penetrating the rafter member 3 is provided in the first and second rafter member joint walls 121 and 122, the third bolt 43 Thus, the first and second rafter member joining walls 121 and 122 can be easily joined to the rafter member 3 . In addition, by inserting some third bolts 43 into the rafter members 3 and utilizing the third bolts 43 as temporary fixings of the rafter members 3, the construction efficiency can be reduced by reducing the time constraint of the crane for lifting the rafter members 3. can increase Furthermore, it becomes possible to confirm the construction state by visual observation from below during the joining work.

また、横架材2及び垂木部材3の少なくとも一方に第1~第3ボルト41~43が通される貫通孔が予め設けられているので、横架材2及び垂木部材3を配置する位置の精度を向上できる、精度が高い構造を実現できる。特に、垂木部材3に第3ボルト43が通される貫通孔が予め設けられていることで、垂木部材3を吊り上げるクレーンの時間的拘束を減らして施工効率を高めることができる。さらに、接合作業時に下からの目視により施工状態を確認することが可能となる。 At least one of the horizontal member 2 and the rafter member 3 is pre-formed with through holes through which the first to third bolts 41 to 43 are passed. A highly accurate structure that can improve accuracy can be realized. In particular, since the rafter member 3 is pre-formed with a through-hole through which the third bolt 43 is passed, it is possible to reduce the time constraint of the crane for lifting the rafter member 3 and improve construction efficiency. Furthermore, it becomes possible to confirm the construction state by visual observation from below during the joining work.

また、野地板50及び屋根材51とともにユニット化された屋根パネルユニット5の一部を垂木部材3が構成していてもよい。垂木部材3が屋根パネルユニット5の一部を構成しているとき、下からの目視により施工状態を確認することが可能となる点は特に有用である。 Moreover, the rafter member 3 may constitute a part of the roof panel unit 5 unitized together with the sheathing board 50 and the roof material 51 . When the rafter member 3 constitutes a part of the roof panel unit 5, it is particularly useful to be able to confirm the construction state by visual observation from below.

実施の形態2.
図5は本発明の実施の形態2による接合金物1を示す斜視図であり、図6は図5の接合金物を含む屋根構造を示す側面図であり、図7は図6の屋根構造を示す平面図である。実施の形態1では、横架材被壁113が直交壁113a及び傾斜壁113bを有するように説明した。しかしながら、図5~図7に示すように、直交壁113aが省略されて、横架材被壁113の全体が傾斜壁113bによって構成されてもよい。このとき、横架材被壁113の全体が垂木部材受壁123と同一平面上で一体に延在されてよい。また、実施の形態1では、切欠部20の幅20wが横架材2の全幅よりも狭くされ、横架材2の上面21が直交面21aを有するように説明したが、横架材2の上部の形状は適宜変更可能である。本実施の形態2の接合金物1を用いる場合、切欠部20の幅20wが横架材2の全幅と一致され、切欠部20の位置において横架材2の上面21が傾斜面21bのみによって構成されてもよい。その他の構成は実施の形態1と同様である。
Embodiment 2.
5 is a perspective view showing a joint metal 1 according to Embodiment 2 of the present invention, FIG. 6 is a side view showing a roof structure including the joint metal of FIG. 5, and FIG. 7 shows the roof structure of FIG. It is a top view. In the first embodiment, the horizontal member cover wall 113 has the orthogonal wall 113a and the inclined wall 113b. However, as shown in FIGS. 5 to 7, the orthogonal wall 113a may be omitted and the entire horizontal member covered wall 113 may be formed by the inclined wall 113b. At this time, the entire horizontal member covered wall 113 may extend integrally on the same plane as the rafter member receiving wall 123 . Further, in the first embodiment, the width 20w of the notch 20 is narrower than the full width of the horizontal member 2, and the upper surface 21 of the horizontal member 2 has the orthogonal surface 21a. The shape of the upper part can be changed as appropriate. When using the metal joint 1 of Embodiment 2, the width 20w of the notch 20 is matched with the overall width of the horizontal member 2, and the upper surface 21 of the horizontal member 2 at the position of the notch 20 is composed only of the inclined surface 21b. may be Other configurations are the same as those of the first embodiment.

このように、直交壁113aが省略されて、横架材被壁113の全体が傾斜壁113bによって構成されてもよい。 In this way, the orthogonal wall 113a may be omitted, and the entire horizontal member cover wall 113 may be configured by the inclined wall 113b.

実施の形態3.
図8は、本発明の実施の形態3による接合金物1を示す斜視図である。図8に示すように、垂木部材受壁123の接続壁123bの少なくとも一方の側部にリブ126を設けることもできる。図8に示す形態では接続壁123bの両側の側部にリブ126が設けられている。しかしながら、リブ126は片側の側部のみに設けられてもよい。
Embodiment 3.
FIG. 8 is a perspective view showing a metal joint 1 according to Embodiment 3 of the present invention. As shown in FIG. 8, a rib 126 can also be provided on at least one side of the connecting wall 123b of the rafter member receiving wall 123. As shown in FIG. In the form shown in FIG. 8, ribs 126 are provided on both sides of the connecting wall 123b. However, ribs 126 may be provided on only one side.

リブ126は、接続壁123bの延在面と交わる方向に接続壁123bの側部から突出されている。リブ126は、接続壁123bの延在面と直交していることが好ましい。図示の形態では、リブ126は、接続壁123bの全長(奥行方向1dに関して、傾斜壁113b側に位置する接続壁123bの基端と、垂木部材受壁本体123a側に位置する接続壁123bの先端との間の全域)に渡って延在されている。しかしながら、リブ126は、接続壁123bの全長の一部のみに設けられていてもよい。また、リブ126は、接続壁123bの全長に一続きに設けられることに代えて、接続壁123bの長さ方向(奥行方向1d)に離間して設けられた複数の部分リブを有していてもよい。リブ126の高さは、第1及び第2垂木部材接合壁121,122の高さよりも低い。リブ126は、接続壁123bから側方に突出された突出片を折り曲げることで形成することができる。第2横架材接合壁112の部分壁112a,112bの間に設けられた切り欠き112cの幅は、突出片の分だけ接続壁123bの幅よりも広くすることができる。その他の構成は実施の形態1,2と同様である。 The rib 126 protrudes from the side portion of the connection wall 123b in a direction crossing the extension surface of the connection wall 123b. It is preferable that the rib 126 is perpendicular to the extending surface of the connecting wall 123b. In the illustrated embodiment, the rib 126 extends over the entire length of the connecting wall 123b (with respect to the depth direction 1d, the base end of the connecting wall 123b located on the inclined wall 113b side and the tip of the connecting wall 123b located on the rafter member receiving wall main body 123a side). The entire area between However, the ribs 126 may be provided only along part of the entire length of the connecting wall 123b. Moreover, instead of being continuously provided along the entire length of the connecting wall 123b, the rib 126 has a plurality of partial ribs provided spaced apart in the length direction (depth direction 1d) of the connecting wall 123b. good too. The height of the rib 126 is lower than the height of the first and second rafter member joining walls 121,122. The rib 126 can be formed by bending a protruding piece laterally protruding from the connecting wall 123b. The width of the notch 112c provided between the partial walls 112a and 112b of the second horizontal member joining wall 112 can be made wider than the width of the connecting wall 123b by the amount of the projecting piece. Other configurations are the same as those of the first and second embodiments.

このように、垂木部材受壁123の接続壁123bの少なくとも一方の側部にリブ126が設けられることで、振動を受けた際の垂木部材受壁123の局所的な変形をより確実に抑えることができ、接合部分のせん断性能をさらに向上できる。 By providing the rib 126 on at least one side of the connection wall 123b of the rafter member receiving wall 123 in this manner, local deformation of the rafter member receiving wall 123 when subjected to vibration can be more reliably suppressed. It is possible to further improve the shear performance of the joint.

実施の形態4.
図9は本発明の実施の形態4による接合金物1を示す斜視図であり、図10は図9の接合金物1を含む屋根構造を示す側面図であり、図11は図10の屋根構造を示す平面図である。実施の形態1では、垂木部材受壁123は傾斜壁113bの下側の一端113b2から延出されるように説明した。しかしながら、図9~図11に示すように、垂木部材受壁123は傾斜壁113bの上側の一端113b1から延出されてもよい。本実施の形態4の垂木部材受壁123は、傾斜壁113bと同一面をなすように傾斜壁113bの上側の一端113b1から奥行方向1dに係る奥側に延出されている。
Embodiment 4.
9 is a perspective view showing a joint metal 1 according to Embodiment 4 of the present invention, FIG. 10 is a side view showing a roof structure including the joint metal 1 of FIG. 9, and FIG. 11 is a roof structure of FIG. It is a plan view showing. In Embodiment 1, the rafter member receiving wall 123 has been described as extending from the lower end 113b2 of the inclined wall 113b. However, as shown in FIGS. 9-11, the rafter member receiving wall 123 may extend from the upper end 113b1 of the inclined wall 113b. The rafter member receiving wall 123 of the fourth embodiment extends from the upper end 113b1 of the inclined wall 113b toward the depth side in the depth direction 1d so as to be flush with the inclined wall 113b.

特に図9に表れているように、垂木部材受壁123の接続壁123bの幅を垂木部材受壁本体123aの幅よりも広くすることができる。実施の形態1~3のように垂木部材受壁123が傾斜壁113bの下側の一端113b2から延出されている場合も同様である。接続壁123bの幅は、接続壁123bの延在方向に沿って一様であってもよいが、接続壁123bの延在方向に沿って変化されてもよい。本実施の形態では、垂木部材受壁本体123a側の先端から傾斜壁113b側の基端に向かうにつれて接続壁123bの幅が徐々に広くされている。接続壁123bの先端の幅は垂木部材受壁本体123aの幅と一致されている。接続壁123bの幅は連続的に変化されてもよいし、段階的に変化されてもよい。接続壁123bの幅が連続的に変化されるとき、接続壁123bの側端は接続壁123bの延在方向に対して傾斜して延在される(図9参照)。 In particular, as shown in FIG. 9, the width of the connection wall 123b of the rafter member receiving wall 123 can be made wider than the width of the rafter member receiving wall main body 123a. The same applies when the rafter member receiving wall 123 extends from the lower end 113b2 of the inclined wall 113b as in the first to third embodiments. The width of the connecting wall 123b may be uniform along the extending direction of the connecting wall 123b, or may vary along the extending direction of the connecting wall 123b. In this embodiment, the width of the connection wall 123b is gradually widened from the tip on the side of the rafter member receiving wall main body 123a toward the base on the side of the inclined wall 113b. The width of the tip of the connection wall 123b matches the width of the rafter member receiving wall main body 123a. The width of the connection wall 123b may be changed continuously or may be changed stepwise. When the width of the connecting wall 123b is continuously changed, the side ends of the connecting wall 123b extend obliquely with respect to the extending direction of the connecting wall 123b (see FIG. 9).

第1横架材接合壁111は、幅方向1wに互いに離間して配置された一対の部分壁111a,111bを有している。部分壁111a,111bの間には切り欠き111cが設けられている。幅方向1wに係る切り欠き111cの幅は、同方向に係る垂木部材受壁123の幅よりも広くされている。しかしながら、接続壁123bの幅が垂木部材受壁本体123aの幅と一致されているような場合には、切り欠き111cの幅が垂木部材受壁123の幅と一致していてもよい。第2横架材接合壁112には切り欠き112cが設けられていなくてよい。 The first horizontal member joining wall 111 has a pair of partial walls 111a and 111b spaced apart from each other in the width direction 1w. A notch 111c is provided between the partial walls 111a, 111b. The width of the notch 111c in the width direction 1w is wider than the width of the rafter member receiving wall 123 in the same direction. However, if the width of the connection wall 123b matches the width of the rafter receiving wall body 123a, the width of the notch 111c may match the width of the rafter receiving wall 123. The notch 112c may not be provided in the second horizontal member joining wall 112 .

本実施の形態の垂木部材受壁123の接続壁123bの長さは、奥行方向1dに係る直交壁113aの長さ(L1)に高さ方向1hに係る第1横架材接合壁111の長さ(L2)を加えた長さ(L1+L2)以上に設定されている。換言すると、直交壁113a、部分壁111a,111b並びに第1及び第2垂木部材接合壁121,122を曲げ戻し、直交壁113a、部分壁111a,111b、垂木部材受壁123並びに第1及び第2垂木部材接合壁121,122を同一平面上に位置させたとき、部分壁111a,111bの先端よりも先に第1及び第2垂木部材接合壁121,122が位置されていてよい。その他の構成は実施の形態1~3と同様である。 The length of the connecting wall 123b of the rafter member receiving wall 123 of this embodiment is equal to the length (L1) of the orthogonal wall 113a in the depth direction 1d and the length of the first horizontal member joining wall 111 in the height direction 1h. It is set to be equal to or greater than the length (L1+L2) plus the length (L2). In other words, the orthogonal wall 113a, the partial walls 111a and 111b and the first and second rafter joining walls 121 and 122 are bent back, and the orthogonal wall 113a, the partial walls 111a and 111b, the rafter member receiving wall 123 and the first and second rafter joining walls 121 and 122 are bent back. When the rafter member joint walls 121 and 122 are positioned on the same plane, the first and second rafter member joint walls 121 and 122 may be positioned ahead of the tips of the partial walls 111a and 111b. Other configurations are the same as those of the first to third embodiments.

このように、傾斜壁113bの上側の一端113b1から垂木部材受壁123が延出されてもよい。 Thus, the rafter member receiving wall 123 may extend from the upper end 113b1 of the inclined wall 113b.

また、垂木部材受壁123の接続壁123bの幅を垂木部材受壁本体123aの幅よりも広くすることができる。接続壁123bの幅が垂木部材受壁本体123aの幅より広いことで、接続壁123bの幅が垂木部材受壁本体123aの幅と同じ場合と比較して、接続壁123bの剛性を向上できる。これにより、振動を受けた際の垂木部材受壁123の局所的な変形をより確実に抑えることができ、接合部分のせん断性能をさらに向上できる。 Further, the width of the connection wall 123b of the rafter member receiving wall 123 can be made wider than the width of the rafter member receiving wall body 123a. Since the width of the connecting wall 123b is wider than the width of the rafter member receiving wall main body 123a, the rigidity of the connecting wall 123b can be improved compared to the case where the width of the connecting wall 123b is the same as the width of the rafter member receiving wall main body 123a. As a result, local deformation of the rafter member receiving wall 123 when subjected to vibration can be suppressed more reliably, and the shear performance of the joint portion can be further improved.

実施の形態5.
図12は本発明の実施の形態5による接合金物1を示す斜視図であり、図13は図12の接合金物1を含む屋根構造を示す側面図であり、図14は図13の屋根構造を示す平面図である。図12~図14に示すように、傾斜壁113bの両側の一端113b1,113b2から垂木部材受壁123がそれぞれ延出されてもよい。すなわち、垂木部材受壁123は、横架材被壁113から第1及び第2垂木部材接合壁121,122の離間方向(奥行方向1d)に係る少なくとも一方に延出されていてよい。その他は、実施の形態1~4と同様である。
Embodiment 5.
12 is a perspective view showing a joint metal 1 according to Embodiment 5 of the present invention, FIG. 13 is a side view showing a roof structure including the joint metal 1 of FIG. 12, and FIG. 14 is a roof structure of FIG. It is a plan view showing. As shown in FIGS. 12 to 14, rafter receiving walls 123 may extend from ends 113b1 and 113b2 on both sides of the inclined wall 113b. That is, the rafter member receiving wall 123 may extend from the horizontal member covered wall 113 in at least one of the separation directions (depth direction 1d) between the first and second rafter member joining walls 121 and 122 . Others are the same as those of the first to fourth embodiments.

実施の形態6.
図15は本発明の実施の形態6による接合金物1を示す斜視図であり、図16は図15の接合金物1を含む屋根構造を示す側面図であり、図17は図16の屋根構造を示す平面図である。実施の形態1~5では接合対象である垂木部材3が水平に対して傾斜して配置される態様について説明した。しかしながら、屋根によっては垂木部材3が水平に延在される場合もある。図15~図17に示す本実施の形態6の接合金物1は、水平に延在される垂木部材3と横架材2とを接合するように適合されたものである。
Embodiment 6.
15 is a perspective view showing a joint metal 1 according to Embodiment 6 of the present invention, FIG. 16 is a side view showing a roof structure including the joint metal 1 of FIG. 15, and FIG. 17 is a roof structure of FIG. It is a plan view showing. In Embodiments 1 to 5, description has been given of modes in which the rafter members 3 to be joined are arranged at an angle with respect to the horizontal. However, depending on the roof, the rafter member 3 may extend horizontally. The joint metal 1 of Embodiment 6 shown in FIGS. 15 to 17 is adapted to join a horizontally extending rafter member 3 and a horizontal member 2 .

本実施の形態6の横架材被壁113は、第1横架材接合壁111に直交する面に沿って延在された直交壁113aが第1横架材接合壁111の上端と第2横架材接合壁112の上端とを接続している。すなわち、実施の形態1~5で説明した傾斜壁113bが省略されており、横架材被壁113の全体が直交壁113aによって構成されている。第2横架材接合壁112の上端は、第1横架材接合壁111の上端と同じ高さに配置されている。 In the horizontal member cover wall 113 of the sixth embodiment, an orthogonal wall 113a extending along a plane orthogonal to the first horizontal member joining wall 111 is positioned between the upper end of the first horizontal member joining wall 111 and the second horizontal member joining wall 111 . It connects with the upper end of the horizontal member joining wall 112 . That is, the inclined wall 113b described in the first to fifth embodiments is omitted, and the entire horizontal member covered wall 113 is constituted by the orthogonal wall 113a. The upper end of the second horizontal member joining wall 112 is arranged at the same height as the upper end of the first horizontal member joining wall 111 .

本実施の形態6の垂木部材受壁123は、直交壁113aと同一平面上で一体に延在されている。より具体的には、垂木部材受壁123は、幅方向1wにおける横架材被壁113の中央部において、直交壁113aの一端から奥行方向1dに係る手前側に延出されている。垂木部材受壁123は、横架材被壁113の全体と同一平面上で一体に延在されている。 The rafter member receiving wall 123 of Embodiment 6 extends integrally on the same plane as the orthogonal wall 113a. More specifically, the rafter member receiving wall 123 extends from one end of the orthogonal wall 113a to the near side in the depth direction 1d at the central portion of the horizontal member covering wall 113 in the width direction 1w. The rafter member receiving wall 123 extends integrally on the same plane as the entire horizontal member covering wall 113 .

図16及び図17に示すように、垂木部材3は、接合金物1を介して横架材2の上部に載置されている。実施の形態1で説明した切欠部20は省略されている。その他の構成は実施の形態1~5と同様である。 As shown in FIGS. 16 and 17, the rafter member 3 is placed on top of the horizontal member 2 with the joint metal 1 interposed therebetween. The notch 20 described in Embodiment 1 is omitted. Other configurations are the same as those of the first to fifth embodiments.

このように、垂木部材受壁123が直交壁113aと同一平面上で一体に延在されていてもよい。 Thus, the rafter member receiving wall 123 may extend integrally on the same plane as the orthogonal wall 113a.

実施の形態7.
図18は本発明の実施の形態7による接合金物1を示す斜視図であり、図19は図18の接合金物1を含む屋根構造を示す側面図であり、図20は図19の屋根構造を示す平面図である。実施の形態1~6では、第1及び第2横架材接合壁111,112の離間方向(奥行方向1d)に係る横架材接合部11の外側に垂木部材接合部12が設けられているように説明した。しかしながら、図18~図20に示すように、第1及び第2横架材接合壁111,112の離間方向に係る横架材接合部11の内側に垂木部材接合部12が設けられていてもよい。
Embodiment 7.
18 is a perspective view showing a joint metal 1 according to Embodiment 7 of the present invention, FIG. 19 is a side view showing a roof structure including the joint metal 1 of FIG. 18, and FIG. 20 is a roof structure of FIG. It is a plan view showing. In Embodiments 1 to 6, the rafter member joint portion 12 is provided outside the horizontal member joint portion 11 in the separation direction (depth direction 1d) of the first and second horizontal member joint walls 111 and 112. explained as follows. However, as shown in FIGS. 18 to 20, even if the rafter member joint portion 12 is provided inside the horizontal member joint portion 11 related to the separation direction of the first and second horizontal member joint walls 111 and 112, good.

横架材接合部11の内側に垂木部材接合部12が設けられるとき、横架材被壁113の少なくとも一部が垂木部材受壁123を兼ねることができる。図示の形態では、横架材接合部11の傾斜壁113bの一部が垂木部材受壁123を兼ねている。より具体的には、幅方向1wに係る傾斜壁113bの中央部において、上側の一端113b1から所定長さの範囲において傾斜壁113bが垂木部材受壁123を兼ねている。以下、傾斜壁113bの垂木部材受壁123を兼ねている部分を単に垂木部材受壁123と呼ぶことがある。図示の形態では、奥行方向1dに係る垂木部材受壁123の長さは奥行方向1dに係る傾斜壁113bの全長よりも短くされている。しかしながら、奥行方向1dに係る垂木部材受壁123の長さは奥行方向1dに係る傾斜壁113bの全長であってもよい。 When the rafter member joint portion 12 is provided inside the horizontal member joint portion 11 , at least part of the horizontal member covered wall 113 can also serve as the rafter member receiving wall 123 . In the illustrated embodiment, a portion of the inclined wall 113b of the horizontal member joint portion 11 also serves as the rafter member receiving wall 123. As shown in FIG. More specifically, in the central portion of the inclined wall 113b in the width direction 1w, the inclined wall 113b also serves as the rafter member receiving wall 123 in a predetermined length range from the upper one end 113b1. Hereinafter, the portion of the inclined wall 113 b that also serves as the rafter member receiving wall 123 may be simply referred to as the rafter member receiving wall 123 . In the illustrated embodiment, the length of the rafter member receiving wall 123 in the depth direction 1d is shorter than the total length of the inclined wall 113b in the depth direction 1d. However, the length of the rafter member receiving wall 123 in the depth direction 1d may be the entire length of the inclined wall 113b in the depth direction 1d.

垂木部材受壁123の側方には、第1溝116に連通する切り欠き61が設けられている。図示の形態では、垂木部材受壁123の両側に切り欠き61が設けられており、切り欠き61の部分の板材が切り起こされることで第1及び第2垂木部材接合壁121,122が形成されている。しかしながら、垂木部材受壁123の片側のみに切り欠き61が形成されていてもよい。換言すると、幅方向1wに係る片側に偏って垂木部材受壁123が配置されてもよい。 A notch 61 communicating with the first groove 116 is provided on the side of the rafter member receiving wall 123 . In the illustrated embodiment, notches 61 are provided on both sides of the rafter member receiving wall 123, and the first and second rafter member joint walls 121 and 122 are formed by cutting and raising the plate material at the notch 61 portions. ing. However, the notch 61 may be formed only on one side of the rafter member receiving wall 123 . In other words, the rafter member receiving wall 123 may be arranged to be biased to one side in the width direction 1w.

横架材被壁113は、第1及び第2横架材接合壁111,112の少なくとも一方の上端から切り欠き61に向かって延出されたリップ部62を含むことができる。本実施の形態の横架材被壁113は、第1横架材接合壁111の上端から延出された第1リップ部621(直交壁113a)と、第2横架材接合壁112の上端から延出された第2リップ部622とを含んでいる。垂木部材受壁123は、第1リップ部621の先端と第2リップ部622の先端との間を接続していると理解してもよい。 The horizontal member covered wall 113 can include a lip portion 62 extending from the upper end of at least one of the first and second horizontal member joining walls 111 and 112 toward the notch 61 . The horizontal member covering wall 113 of the present embodiment includes a first lip portion 621 (perpendicular wall 113 a ) extending from the upper end of the first horizontal member joining wall 111 and the upper end of the second horizontal member joining wall 112 . and a second lip portion 622 extending from. It may be understood that the rafter member receiving wall 123 connects between the tip of the first lip portion 621 and the tip of the second lip portion 622 .

しかしながら、第1及び第2リップ部621,622の少なくとも一方が省略され、第1及び第2横架材接合壁111,112の少なくとも一方の上端から垂木部材受壁123が直接的に延出されていてもよい。その他の構成は実施の形態1~6と同様である。 However, at least one of the first and second lip portions 621 and 622 is omitted, and the rafter member receiving wall 123 directly extends from the upper end of at least one of the first and second horizontal member joining walls 111 and 112. may be Other configurations are the same as those of the first to sixth embodiments.

このように、横架材接合部11の内側に垂木部材接合部12が設けられ、横架材被壁113の少なくとも一部が垂木部材受壁123を兼ねてもよい。 Thus, the rafter member joint portion 12 may be provided inside the horizontal member joint portion 11 , and at least a portion of the horizontal member covering wall 113 may also serve as the rafter member receiving wall 123 .

また、横架材被壁113がリップ部62を含むことにより、リップ部62が省略された形態と比較して横架材接合部11の剛性を向上できる。リップ部62を含む構成は、横架材被壁113が垂木部材受壁123を兼ねる構成において特に有用である。 In addition, since the horizontal member covered wall 113 includes the lip portion 62, the rigidity of the horizontal member joint portion 11 can be improved compared to a configuration in which the lip portion 62 is omitted. A configuration including the lip portion 62 is particularly useful in a configuration in which the horizontal member cover wall 113 also serves as the rafter member receiving wall 123 .

1 :接合金物
11 :横架材接合部
111 :第1横架材接合壁
112 :第2横架材接合壁
113 :横架材被壁
113a :直交壁
113b :傾斜壁
114 :第1ボルト孔
115 :第2ボルト孔
116 :第1溝
12 :垂木部材接合部
121 :第1垂木部材接合壁
122 :第2垂木部材接合壁
123 :垂木部材受壁
123a :垂木部材受壁本体
123b :接続壁
124 :第3ボルト孔
125 :第2溝
126 :リブ
2 :横架材
3 :垂木部材
5 :屋根パネルユニット
50 :野地板
51 :屋根材
41 :第1ボルト(ボルト)
42 :第2ボルト(ボルト)
43 :第3ボルト(ボルト)
61 :切り欠き
62 :リップ部
Reference Signs List 1: Joint hardware 11: Horizontal member joint portion 111: First horizontal member joint wall 112: Second horizontal member joint wall 113: Horizontal member cover wall 113a: Orthogonal wall 113b: Inclined wall 114: First bolt hole 115: Second bolt hole 116: First groove 12: Rafter member joint portion 121: First rafter member joint wall 122: Second rafter member joint wall 123: Rafter member receiving wall 123a: Rafter member receiving wall body 123b: Connection wall 124 : Third bolt hole 125 : Second groove 126 : Rib 2 : Horizontal member 3 : Rafter member 5 : Roof panel unit 50 : Roofing plate 51 : Roof member 41 : First bolt (bolt)
42: Second bolt (bolt)
43: Third bolt (bolt)
61: Notch 62: Lip portion

Claims (14)

屋根の横架材と垂木部材とを接合するための接合金物であって、
互いに対向するように配置された第1及び第2横架材接合壁、並びに前記第1及び第2横架材接合壁の上端間を接続する横架材被壁を有する横架材接合部と、
互いに対向するように配置された第1及び第2垂木部材接合壁、並びに前記第1及び第2垂木部材接合壁の下端間を接続する垂木部材受壁を有し、前記横架材接合部と一体に設けられた垂木部材接合部と
を備え、
前記第1及び第2横架材接合壁並びに前記横架材被壁によって形成される第1溝内に前記横架材が挿入され、前記横架材の上面に前記横架材被壁を被せた状態で前記横架材の側面に前記第1及び第2横架材接合壁が接合されるとともに、前記第1及び第2垂木部材接合壁並びに前記垂木部材受壁によって形成される第2溝内に前記垂木部材が挿入され、前記垂木部材の下面を前記垂木部材受壁で受けた状態で前記垂木部材の側面に前記第1及び第2垂木部材接合壁が接合されるように適合されており、
前記横架材被壁の少なくとも一部と前記垂木部材受壁とが同一平面上で一体に延在されている、
接合金物。
A joining hardware for joining a roof horizontal member and a rafter member,
a horizontal member joint portion having first and second horizontal member joint walls arranged to face each other and a horizontal member covered wall connecting upper ends of the first and second horizontal member joint walls; ,
First and second rafter member joint walls arranged to face each other, and a rafter member receiving wall connecting between lower ends of the first and second rafter member joint walls; an integral rafter joint and
The horizontal member is inserted into a first groove formed by the first and second horizontal member joining walls and the horizontal member covering wall, and the horizontal member covering wall is placed on the upper surface of the horizontal member. The first and second horizontal member joining walls are joined to the side surfaces of the horizontal member in the state of being bent, and a second groove is formed by the first and second rafter member joining walls and the rafter member receiving wall. The rafter member is inserted into the rafter member, and the first and second rafter member joining walls are joined to the side surfaces of the rafter member while the lower surface of the rafter member is received by the rafter member receiving wall. cage,
at least a portion of the horizontal member cover wall and the rafter member receiving wall extend integrally on the same plane,
joining hardware.
前記横架材被壁は、前記第1及び第2横架材接合壁に直交する面に対して傾斜して延在された傾斜壁を有しており、
前記傾斜壁が前記垂木部材受壁と同一平面上で一体に延在されている、
請求項1に記載の接合金物。
The horizontal member covering wall has an inclined wall extending at an angle to a plane orthogonal to the first and second horizontal member joining walls,
wherein the slanted wall extends integrally with the rafter member receiving wall on the same plane;
The joining hardware according to claim 1.
前記横架材被壁は、前記第1横架材接合壁の上端から前記第1横架材接合壁に直交する面に沿って延在された直交壁をさらに有しており、
前記傾斜壁は、前記直交壁の先端と前記第2横架材接合壁の上端との間に設けられている、
請求項2に記載の接合金物。
The horizontal member covering wall further has an orthogonal wall extending from the upper end of the first horizontal member joining wall along a plane orthogonal to the first horizontal member joining wall,
The inclined wall is provided between the tip of the orthogonal wall and the upper end of the second horizontal member joining wall,
The joining hardware according to claim 2.
前記垂木部材接合部は、前記第1及び第2横架材接合壁の離間方向に係る前記横架材接合部の少なくとも一方の外側に設けられており、
前記垂木部材受壁は、前記横架材被壁から前記離間方向に係る少なくとも一方に延出されている、
請求項1から3までのいずれか1項に記載の接合金物。
The rafter member joint portion is provided outside at least one of the horizontal member joint portions in the separation direction of the first and second horizontal member joint walls,
The rafter member receiving wall extends from the horizontal member covering wall in at least one direction in the separating direction,
The metal joint according to any one of claims 1 to 3.
前記垂木部材受壁は、前記傾斜壁の下側の一端から延出されている、
請求項2又は3を引用する請求項4に記載の接合金物。
The rafter member receiving wall extends from one lower end of the inclined wall,
5. The metal joint according to claim 4, which cites claim 2 or 3.
前記垂木部材受壁は、前記第1及び第2垂木部材接合壁の下端間を接続する垂木部材受壁本体と、前記垂木部材受壁本体と前記横架材被壁とを接続する接続壁とを有しており、
前記接続壁の少なくとも一方の側部にはリブが設けられている、
請求項4又は5に記載の接合金物。
The rafter member receiving wall includes a rafter member receiving wall main body connecting the lower ends of the first and second rafter member connecting walls, and a connecting wall connecting the rafter member receiving wall main body and the horizontal member cover wall. and
At least one side of the connecting wall is provided with a rib,
The metal joint according to claim 4 or 5.
前記垂木部材受壁は、前記第1及び第2垂木部材接合壁の下端間を接続する垂木部材受壁本体と、前記垂木部材受壁本体と前記横架材被壁とを接続する接続壁とを有しており、
前記接続壁の幅は、前記垂木部材受壁本体の幅よりも広い、
請求項4又は5に記載の接合金物。
The rafter member receiving wall includes a rafter member receiving wall main body connecting the lower ends of the first and second rafter member connecting walls, and a connecting wall connecting the rafter member receiving wall main body and the horizontal member cover wall. and
The width of the connecting wall is wider than the width of the rafter member receiving wall main body,
The metal joint according to claim 4 or 5.
前記垂木部材接合部は、前記第1及び第2横架材接合壁の離間方向に係る前記横架材接合部の内側に設けられており、
前記横架材被壁の少なくとも一部が前記垂木部材受壁を兼ねている、
請求項1から3までのいずれか1項に記載の接合金物。
The rafter member joint portion is provided inside the horizontal member joint portion in the separation direction of the first and second horizontal member joint walls,
at least part of the horizontal member cover wall also serves as the rafter member receiving wall,
The metal joint according to any one of claims 1 to 3.
前記垂木部材受壁の側方には、前記第1溝に連通する切り欠きが設けられており、
前記横架材被壁は、前記第1及び第2横架材接合壁の少なくとも一方の上端から前記切り欠きに向かって延出されたリップ部を含む、
請求項8に記載の接合金物。
A notch communicating with the first groove is provided on a side of the rafter member receiving wall,
The horizontal member covering wall includes a lip portion extending from an upper end of at least one of the first and second horizontal member joining walls toward the notch,
The joining hardware according to claim 8.
前記第1及び第2横架材接合壁には、前記第1及び第2横架材接合壁の幅方向に互いに離間して配置され、前記横架材を貫通するボルトがそれぞれ通されるように適合された第1及び第2ボルト孔が設けられている、
請求項1から9までのいずれか1項に記載の接合金物。
The first and second horizontal member joint walls are spaced apart from each other in the width direction of the first and second horizontal member joint walls so that bolts passing through the horizontal member are passed through the respective joint walls. provided with first and second bolt holes adapted to
Joining hardware according to any one of claims 1 to 9.
前記第1及び第2垂木部材接合壁には、前記垂木部材を貫通するボルトが通されるように適合された第3ボルト孔が設けられている、
請求項1から10までのいずれか1項に記載の接合金物。
The first and second rafter member joining walls are provided with third bolt holes adapted to pass bolts passing through the rafter members,
Joining hardware according to any one of claims 1 to 10.
請求項1から11までのいずれか1項に記載の接合金物と、
前記接合金物によって接合された横架材及び垂木部材と
を備える、
屋根構造。
The metal joint according to any one of claims 1 to 11;
a horizontal member and a rafter member joined by the joint hardware,
roof structure.
前記横架材及び垂木部材の少なくとも一方には、ボルトが通される貫通孔が予め設けられている、
請求項10又は11を引用する請求項12に記載の屋根構造。
At least one of the horizontal member and the rafter member is provided in advance with a through hole through which a bolt is passed,
13. Roof construction according to claim 12 with reference to claim 10 or 11.
前記垂木部材は、野地板及び屋根材とともにユニット化された屋根パネルユニットの一部を構成している、
請求項12又は13に記載の屋根構造。
The rafter member constitutes a part of a unitized roof panel unit together with the sheathing board and the roof material,
Roof structure according to claim 12 or 13.
JP2022016577A 2022-02-04 2022-02-04 Joint metal and roof structure using the same Pending JP2023114290A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Publication Number Publication Date
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