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JP7311389B2 - Beam material - Google Patents
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JP7311389B2 - Beam material - Google Patents

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JP7311389B2
JP7311389B2 JP2019191322A JP2019191322A JP7311389B2 JP 7311389 B2 JP7311389 B2 JP 7311389B2 JP 2019191322 A JP2019191322 A JP 2019191322A JP 2019191322 A JP2019191322 A JP 2019191322A JP 7311389 B2 JP7311389 B2 JP 7311389B2
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wooden
plate
board
wooden plate
face
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JP2021067023A (en
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直人 松岡
真 濱田
利雄 前川
朗彦 三宅
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Kumagai Gumi Co Ltd
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Kumagai Gumi Co Ltd
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Description

本発明は、長尺な四角形状の複数の木製板材を接合して構成された梁材に関する。 BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a beam constructed by joining a plurality of long rectangular wooden boards.

中大規模の木造建築物に用いる梁として、CLT等の集成材により形成された木製板材を接着剤で接合して断面I形状に形成されたI型ビームと呼ばれる梁材が知られている(非特許文献1参照)。 As a beam used for medium- and large-scale wooden buildings, there is known a beam member called an I-shaped beam, which is formed by bonding wooden boards made of laminated lumber such as CLT with an adhesive to form an I-shaped cross section ( See Non-Patent Document 1).

KEY-TEC 製品情報 「KEYLAM MEGA BEAM」、株式会社キーテック、http://www.key-tec.co.jp/products/Igata.htmlKEY-TEC product information "KEYLAM MEGA BEAM", Keytec Co., Ltd. http://www.key-tec.co.jp/products/Igata.html

しかしながら、上述した断面I形状に形成された梁材100は、図8に示すように、ウェブとなる木製板材101の上下端側において両方の板面102,103にフランジとなる木製板材110を接着剤111で固定した構成であるので、剛性の低い梁材になってしまうという課題がある。
本発明は、断面I形状又は断面H形状で、かつ、剛性の高い木質の梁材を提供することを目的とする。
However, as shown in FIG. 8, the beam 100 having the above-described I-shaped cross section adheres wooden plate members 110 that serve as flanges to both plate surfaces 102 and 103 on the upper and lower end sides of a wooden plate member 101 that serves as a web. Since it is the structure fixed with the agent 111, there exists a subject that it becomes a beam material with low rigidity.
An object of the present invention is to provide a wooden beam member having an I-shaped cross section or an H-shaped cross section and having high rigidity.

本発明に係る梁材は、長尺な四角形状の第1の木製板材の長辺縁に沿った一対の端面のうちの一方の端面と長尺な四角形状の第2の木製板材の板面とが接触した状態に接合されるとともに、第1の木製板材の長辺縁に沿った一対の端面のうちの他方の端面と長尺な四角形状の第3の木製板材の板面とが接触した状態に接合されることによって、断面I形状又は断面H形状に形成された梁材であって、断面L字形状の金属製の連結部材の板面が第1の木製板材の板面と第2の木製板材の板面とに接触した状態で当該連結部材が第1の木製板材と第2の木製板材とに連結されたことによって第1の木製板材と第2の木製板材とが接合されたとともに、断面L字形状の金属製の連結部材の板面が第1の木製板材の板面と第3の木製板材の板面とに接触した状態で当該連結部材が第1の木製板材と第3の木製板材とに連結されたことによって第1の木製板材と第3の木製板材とが接合されて構成された当該梁材の端部に端部接合手段を備えた梁材を複数個用い、一方の梁材の端部接合手段と他方の梁材の端部接合手段とが接合されて構成された梁材であって、一方の梁材の端部接合手段は、連結部材の端部が、木製板材の長辺縁に沿った方向の一方の端面から長辺縁に沿った方向に突出するように構成され、他方の梁材の端部接合手段は、連結部材の端部が、木製板材の長辺縁に沿った方向の他方の端面よりも所定の距離だけ一方の端面側に位置されて、連結部材の端部の端面と木製板材の長辺縁に沿った方向の他方の端面との間の所定の距離が、一方の梁材の木製板材の一方の端面から突出する連結部材の端部の長さよりも長くなるように構成され、一方の梁材の端部接合手段における木製板材の一方の端面から突出する連結部材の端部が、他方の梁材の第1の木製板材と第2の木製板材とにねじによって連結されるとともに、他方の梁材の第1の木製板材と第3の木製板材とにねじによって連結されたことを特徴とするので、断面I形状又は断面H形状で、かつ、剛性の高い木質の梁材を提供でき、ロングスパンの梁材を簡単容易に製作できる。
また、連結部材は、木製板材の長辺縁の長さに対応した長さの山形鋼を用いたので、より剛性を向上できて、ロングスパン化が可能な、断面I形状又は断面H形状の木質の梁材を得ることができる
The beam material according to the present invention includes one end face of a pair of end faces along the long side edges of a long rectangular first wooden board and a plate surface of a second long rectangular wooden board. are joined in contact with each other, and the other end face of the pair of end faces along the long edge of the first wooden plate and the plate surface of the long rectangular third wooden plate are in contact. It is a beam member formed to have an I-shaped cross section or an H-shaped cross section by being joined in a state where the plate surface of a metal connecting member having an L-shaped cross section is joined to the plate surface of the first wooden plate and the first wooden plate. The first wooden board and the second wooden board are joined by connecting the connecting member to the first wooden board and the second wooden board while being in contact with the board surface of the second wooden board. In addition, the connection member is connected to the first wooden plate while the plate surface of the metal connection member having an L-shaped cross section is in contact with the plate surface of the first wooden plate and the plate surface of the third wooden plate. A plurality of beams provided with end joining means at the ends of the beams constructed by joining the first wooden plate and the third wooden plate by being connected to the third wooden plate. A beam constructed by joining an end joining means of one beam and an end joining means of the other beam, wherein the end joining means of one of the beams is connected to the end of the connecting member protrude from one end surface of the wooden board in the direction along the long side edge, and the end joining means of the other beam member is configured so that the end of the connecting member is , the end face of the end of the connecting member and the other end face of the wooden board in the direction along the long side of the wooden board are positioned at a predetermined distance from one end face of the other end in the direction along the long side of the wooden board. is longer than the length of the end of the connecting member protruding from one end face of the wooden board of one beam, and the end joining means of one beam The end of the connecting member protruding from one end face of the wooden board in the is connected to the first wooden board and the second wooden board of the other beam by screws, and the first wooden board of the other beam Since the wooden board and the third wooden board are connected by screws , it is possible to provide a wooden beam having an I-shaped cross section or an H-shaped cross section and having high rigidity , thereby providing a long-span beam. Easy to manufacture .
In addition, since the connecting members are made of angle steel with a length corresponding to the length of the long edge of the wooden plate, the rigidity can be further improved, and a long span can be achieved. You can get wooden beams .

梁材を示す斜視図(実施形態1)。The perspective view which shows a beam (Embodiment 1). 梁材を示す分解斜視図(実施形態1)。The disassembled perspective view which shows a beam (Embodiment 1). 梁材の製作手順を示す断面図(実施形態1)。Sectional drawing which shows the manufacturing procedure of a beam material (Embodiment 1). ロングスパンの梁材の製作手順を示す斜視図(実施形態2)。The perspective view which shows the manufacturing procedure of the beam material of long span (Embodiment 2). ロングスパンの梁材の製作手順を示す斜視図(実施形態3)。The perspective view which shows the manufacturing procedure of the beam material of long span (Embodiment 3). 梁材の製作手順を示す断面図(実施形態4)。Sectional drawing which shows the manufacturing procedure of a beam (Embodiment 4). 梁材を示す断面図(実施形態5)。Sectional drawing which shows a beam material (Embodiment 5). 従来の梁材の構成を示す断面図。Sectional drawing which shows the structure of the conventional beam material.

実施形態1
実施形態1に係る梁材1は、図1乃至図3に示すように、長尺な四角形状の第1の木製板材10の長辺縁11(図2,図3(a)参照)に沿った一対の端面(上下の端面)12,13のうちの一方の端面(上端面)12と長尺な四角形状の第2の木製板材20の一方の板面22とが接触した状態で接合部2により接合されるとともに、第1の木製板材10の長辺縁11に沿った一対の端面(上下の端面)12,13のうちの他方の端面(下端面)13と長尺な四角形状の第3の木製板材30の一方の板面32とが接触した状態で接合部2により接合されたことによって、断面I形状に形成された梁材1である。
Embodiment 1
As shown in FIGS. 1 to 3, the beam 1 according to the first embodiment is formed along the long edge 11 (see FIGS. 2 and 3(a)) of the long rectangular first wooden plate 10. One end surface (upper end surface) 12 of the pair of end surfaces (upper and lower end surfaces) 12 and 13 and one plate surface 22 of the long rectangular second wooden plate 20 are in contact with each other. 2, and the other end face (lower end face) 13 of a pair of end faces (upper and lower end faces) 12 and 13 along the long side edge 11 of the first wooden board 10 and a long rectangular shape. The beam member 1 is formed to have an I-shaped cross section by being joined by the joining portion 2 while being in contact with one plate surface 32 of the third wooden plate member 30 .

第1の木製板材10,第2の木製板材20,第3の木製板材30(以下、これらをまとめて木製板材と略して呼んで説明する場合がある)は、例えば、CLT(Cross Laminated Timber(直交集成板))又は集成材又は無垢材により形成された平板材である。
尚、CLTとは、農林水産省告示第3079号に規定されたように、「ひき板又は小角材(これらをその繊維方向を互いにほぼ平行にして長さ方向に接合接着して調整したものを含む。)をその繊維方向を互いにほぼ平行にして幅方向に並べ又は接着したものを、主としてその繊維方向を互いにほぼ直角にして積層接着し3層以上の構造を持たせた一般材」である。
即ち、CLTは、張り合わせる板の繊維方向が直交するように複数の板を張り合わせて構成された木材であり、直交集成板と呼ばれている。
また、集成材は、張り合わせる板の繊維方向が並行方向となるように複数の板を張り合わせて構成された木材である。
The first wooden board 10, the second wooden board 20, and the third wooden board 30 (these may be abbreviated as wooden boards hereinafter) are, for example, CLT (Cross Laminated Timber (CLT)). cross laminated board)) or a flat plate made of laminated wood or solid wood.
CLT, as stipulated in Notification No. 3079 of the Ministry of Agriculture, Forestry and Fisheries, is defined as "a sawn board or small square lumber (these are adjusted by joining and bonding them in the length direction with their fiber directions almost parallel to each other. ) are arranged or bonded in the width direction with their fiber directions almost parallel to each other, and laminated and bonded mainly with their fiber directions almost perpendicular to each other to give a structure of 3 or more layers. .
That is, CLT is a piece of wood made by bonding a plurality of boards such that the fiber directions of the boards are orthogonal to each other, and is called a cross-laminated board.
Laminated lumber is a piece of lumber that is constructed by bonding a plurality of boards such that the fiber directions of the boards are parallel to each other.

第1の木製板材10は、梁材1のウェブ(縦板部)を形成する平板により形成される。
第2の木製板材20は、梁材1の上フランジ(上横板部)を形成する平板により形成される。
第3の木製板材30は、梁材1の下フランジ(下横板部)を形成する平板により形成される。
The first wooden plate member 10 is formed by a flat plate that forms the web (vertical plate portion) of the beam member 1 .
The second wooden board 20 is formed by a flat plate that forms the upper flange (upper horizontal board portion) of the beam 1 .
The third wooden plate member 30 is formed by a flat plate that forms the lower flange (lower horizontal plate portion) of the beam member 1 .

第1の木製板材10は、例えば、板厚90mm、長辺の長さ6000mm(6m)、短辺の長さ800mmの長尺平板である。
第2の木製板材20及び第3の木製板材30は、例えば、板厚90mm、長辺の長さ6000mm、短辺の長さ500mmの長尺平板である。
即ち、梁材1の外形寸法は、例えば、梁の長さ(スパン)が6000mm、梁成が800mm、梁幅が500mmである。
The first wooden board 10 is, for example, a long flat plate with a board thickness of 90 mm, a long side length of 6000 mm (6 m), and a short side length of 800 mm.
The second wooden board 20 and the third wooden board 30 are, for example, long flat plates having a board thickness of 90 mm, a long side length of 6000 mm, and a short side length of 500 mm.
That is, the external dimensions of the beam 1 are, for example, a beam length (span) of 6000 mm, a beam length of 800 mm, and a beam width of 500 mm.

図1乃至図3に示すように、接合部2は、例えば、木製板材10,20,30の長辺縁11,21,31の長さに対応した長さの断面L字状の長尺な金属製の連結部材としての例えば山形鋼6と、山形鋼6の連結板61,62を木製板材10,20,30に固定するねじ(例えばビス)7と、第1の木製板材10と第2の木製板材20とを連結するねじ(例えばビス)8と、第1の木製板材10と第3の木製板材30とを連結するねじ(例えばビス)9とで構成される。 As shown in FIGS. 1 to 3, the joint 2 is, for example, an elongated L-shaped cross-sectional length corresponding to the length of the long edges 11, 21, 31 of the wooden boards 10, 20, 30. For example, an angle steel 6 as a metal connection member, a screw (for example, a screw) 7 for fixing the connection plates 61 and 62 of the angle steel 6 to the wooden boards 10, 20, and 30, the first wooden board 10 and the second screw (for example, screw) 8 for connecting the wooden plate 20 and screw (for example, screw) 9 for connecting the first wooden plate 10 and the third wooden plate 30 .

山形鋼6は、長尺な四角形の平板状の第1の連結板61と、当該第1の連結板61の一方の長辺縁より延長する長尺な四角形の平板状の第2の連結板62とを有する。
当該山形鋼6は、第1の木製板材10の一方の板面14又は他方の板面15と面接触する第1の連結板61の板面63と、第2の木製板材20の一方の板面22又は第3の木製板材30の一方の板面32と面接触する第2の連結板62の板面64とが、90°の角度を介して断面L字状に連続するように形成された断面L字状の長尺鋼材である。
山形鋼6としては、第1の山形鋼6Aと、第2の山形鋼6Bと、第3の山形鋼6Cと、第4の山形鋼6Dとを使用する(以下、これらをまとめて山形鋼6と呼んで説明する場合がある)。
The angle steel 6 includes a long square flat plate-like first connection plate 61 and a long square flat plate-like second connection plate extending from one long side edge of the first connection plate 61. 62.
The angle steel 6 includes a plate surface 63 of a first connecting plate 61 that is in surface contact with one plate surface 14 or the other plate surface 15 of the first wooden plate 10, and one plate of the second wooden plate 20. The surface 22 or one plate surface 32 of the third wooden plate 30 and the plate surface 64 of the second connecting plate 62 in surface contact are formed so as to be continuous with an L-shaped cross section through an angle of 90°. It is a long steel material with an L-shaped cross section.
As the angle steel 6, a first angle steel 6A, a second angle steel 6B, a third angle steel 6C, and a fourth angle steel 6D are used (hereinafter, these are collectively referred to as angle steel 6 may be referred to as an explanation).

次に、梁材1の製作手順の一例を図3に基づいて説明する。
まず、図3(a)に示すように、第2の木製板材20の一方の板面22における短辺縁23(図2参照)に沿った幅方向Wの中央側の位置において第1の木製板材10の一方の端面12が第2の木製板材20の長辺縁21(図2参照)に沿って延長するように設置されて当該第2の木製板材20の一方の板面22と第1の木製板材10の一方の端面12とが面接触するように設定する。
そして、図3(a),(b)に示すように、ねじ8を、第2の木製板材20の他方の板面24側から当該第2の木製板材20に貫通させるとともに第1の木製板材10の一方の端面12を通過して第1の木製板材10の内部に到達するよう締結することにより、第1の木製板材10と第2の木製板材20とが連結される。
同様に、図3(a)に示すように、第3の木製板材30の一方の板面32における短辺縁33(図2参照)に沿った幅方向Wの中央側の位置において第1の木製板材10の他方の端面13が第3の木製板材30の長辺縁31(図2参照)に沿って延長するように設置されて当該第3の木製板材30の一方の板面32と第1の木製板材10の他方の端面13とが面接触するように設定する。
そして、図3(a),(b)に示すように、ねじ9を、第3の木製板材30の他方の板面34側から当該第3の木製板材30に貫通させるとともに第1の木製板材10の他方の端面13を通過して第1の木製板材10の内部に到達するよう締結することにより、第1の木製板材10と第3の木製板材30とが連結される。
尚、ねじ8及びねじ9は、第2の木製板材20の長辺縁21に沿った方向において、所定の間隔を隔てて複数個締結される(図1,図2参照)。
以上により、第1の木製板材10と第2の木製板材20と第3の木製板材30とが、ねじ8及びねじ9により連結されて、断面I形状に形成される。
Next, an example of the manufacturing procedure of the beam 1 will be described with reference to FIG.
First, as shown in FIG. 3( a ), the first wooden board 20 is positioned on the center side in the width direction W along the short side edge 23 (see FIG. 2 ) of one board surface 22 of the second wooden board 20 . One end surface 12 of the board 10 is installed to extend along the long side edge 21 (see FIG. 2) of the second wooden board 20, and one board surface 22 of the second wooden board 20 and the first board 20 are installed. and one end face 12 of the wooden board 10 are set so as to come into surface contact with each other.
Then, as shown in FIGS. 3(a) and 3(b), the screw 8 is passed through the second wooden board 20 from the other board surface 24 side of the second wooden board 20, and is inserted into the first wooden board. The first wooden board 10 and the second wooden board 20 are connected by fastening so as to reach the inside of the first wooden board 10 through one end surface 12 of the wooden board 10 .
Similarly, as shown in FIG. 3A, at a position on the center side in the width direction W along the short side edge 33 (see FIG. 2) of one plate surface 32 of the third wooden plate 30, the first The other end surface 13 of the wooden board 10 is installed so as to extend along the long side edge 31 (see FIG. 2) of the third wooden board 30, and the one board surface 32 of the third wooden board 30 and the third wooden board 30 are installed. The other end surface 13 of one wooden board 10 is set to be in surface contact.
Then, as shown in FIGS. 3(a) and 3(b), the screw 9 is passed through the third wooden board 30 from the other board surface 34 side of the third wooden board 30, and is inserted through the first wooden board. The first wooden board 10 and the third wooden board 30 are connected by fastening so as to reach the inside of the first wooden board 10 through the other end face 13 of 10 .
A plurality of screws 8 and 9 are fastened at predetermined intervals in the direction along the long edge 21 of the second wooden board 20 (see FIGS. 1 and 2).
As described above, the first wooden board 10, the second wooden board 20, and the third wooden board 30 are connected by the screws 8 and 9 to form an I-shaped cross section.

次に、図3(a),(b)に示すように、第1の山形鋼6Aの第1の連結板61の板面63と第1の木製板材10の上端側における一方の板面14とを面接触させるとともに、第1の山形鋼6Aの第2の連結板62の板面64と第2の木製板材20の一方の板面22とを面接触させた状態とした後、ねじ7を、第1の山形鋼6Aの第1の連結板61に形成された図外の貫通孔に通して第1の木製板材10に締結するとともに、ねじ7を、第1の山形鋼6Aの第2の連結板62に形成された図外の貫通孔に通して第2の木製板材20に締結する。
同様に、第2の山形鋼6Bの第1の連結板61の板面63と第1の木製板材10の上端側における他方の板面15とを面接触させるとともに、第2の山形鋼6Bの第2の連結板62の板面64と第2の木製板材20の一方の板面22とを面接触させた状態とした後、ねじ7を、第2の山形鋼6Bの第1の連結板61に形成された図外の貫通孔に通して第1の木製板材10に締結するとともに、ねじ7を、第2の山形鋼6Bの第2の連結板62に形成された図外の貫通孔に通して第2の木製板材20に締結する。
同様に、第3の山形鋼6Cの第1の連結板61の板面63と第1の木製板材10の下端側における一方の板面14とを面接触させるとともに、第3の山形鋼6Cの第2の連結板62の板面64と第3の木製板材30の一方の板面32とを面接触させた状態とした後、ねじ7を、第3の山形鋼6Cの第1の連結板61に形成された図外の貫通孔に通して第1の木製板材10に締結するとともに、ねじ7を、第3の山形鋼6Cの第2の連結板62に形成された図外の貫通孔に通して第3の木製板材30に締結する。
同様に、第4の山形鋼6Dの第1の連結板61の板面63と第1の木製板材10の下端側における他方の板面15とを面接触させるとともに、第4の山形鋼6Cの第2の連結板62の板面64と第3の木製板材30の一方の板面32とを面接触させた状態とした後、ねじ7を、第4の山形鋼6Dの第1の連結板61に形成された図外の貫通孔に通して第1の木製板材10に締結するとともに、ねじ7を、第4の山形鋼6Dの第2の連結板62に形成された図外の貫通孔に通して第3の木製板材30に締結する。
尚、ねじ7は、各山形鋼6A,6B,6C,6Dの長尺(長手)方向において、所定の間隔を隔てて複数個締結される(図1;図2参照)。
Next, as shown in FIGS. 3A and 3B, the plate surface 63 of the first connecting plate 61 of the first angle iron 6A and the one plate surface 14 on the upper end side of the first wooden plate 10 and the plate surface 64 of the second connecting plate 62 of the first angle iron 6A and one plate surface 22 of the second wooden plate 20 are brought into surface contact, and then the screw 7 is passed through a through hole (not shown) formed in the first connecting plate 61 of the first angle steel 6A and fastened to the first wooden board 10, and the screw 7 is inserted into the first connection plate 61 of the first angle steel 6A. It is fastened to the second wooden plate member 20 through a through hole (not shown) formed in the second connecting plate 62 .
Similarly, the plate surface 63 of the first connecting plate 61 of the second angle steel 6B and the other plate surface 15 on the upper end side of the first wooden plate 10 are brought into surface contact, and the second angle steel 6B is After the plate surface 64 of the second connecting plate 62 and one plate surface 22 of the second wooden plate 20 are brought into surface contact, the screw 7 is inserted into the first connecting plate of the second angle steel 6B. 61 formed in the second connecting plate 62 of the second angle steel 6B. and fastened to the second wooden plate 20 .
Similarly, the plate surface 63 of the first connecting plate 61 of the third angle steel 6C and one plate surface 14 on the lower end side of the first wooden plate 10 are brought into surface contact, and the third angle steel 6C After the plate surface 64 of the second connecting plate 62 and one plate surface 32 of the third wooden plate 30 are brought into surface contact, the screw 7 is inserted into the first connecting plate of the third angle steel 6C. 61 formed in the second connecting plate 62 of the third angle steel 6C. and fastened to the third wooden board 30.
Similarly, the plate surface 63 of the first connecting plate 61 of the fourth angle steel 6D and the other plate surface 15 on the lower end side of the first wooden plate 10 are brought into surface contact, and the fourth angle steel 6C After the plate surface 64 of the second connecting plate 62 and one plate surface 32 of the third wooden plate 30 are brought into surface contact, the screw 7 is inserted into the first connecting plate of the fourth angle steel 6D. 61 formed in the second connecting plate 62 of the fourth angle steel 6D. and fastened to the third wooden board 30.
A plurality of screws 7 are fastened at predetermined intervals in the longitudinal direction of each of the angle steels 6A, 6B, 6C, and 6D (see FIGS. 1 and 2).

以上により、第1の木製板材10の一方の端面12と第2の木製板材20の一方の板面22とが接合部2により接合されるとともに、第1の木製板材10の他方の端面13と第3の木製板材30の一方の板面32とが接合部2により接合された、断面I形状の長尺な梁材1が得られる。 As described above, one end surface 12 of the first wooden board 10 and one board surface 22 of the second wooden board 20 are joined by the joint 2, and the other end surface 13 of the first wooden board 10 is joined. One plate surface 32 of the third wooden plate 30 is joined by the joining portion 2 to obtain a long beam 1 having an I-shaped cross section.

実施形態1に係る梁材1によれば、接合部2に山形鋼6(第1の山形鋼6A、第2の山形鋼6B、第3の山形鋼6C、第4の山形鋼6D)を用いたので、断面I形状で、かつ、剛性を高くできて、撓み防止効果に優れた木質の梁材1を提供できる。
即ち、非特許文献1に開示された梁材は、図8に示すように、ウェブとなる木製板材101の上下端側において両方の板面102,103にフランジとなる木製板材110を接着剤111で固定されているだけの構成であるので、ウェブとなる木製板材101とフランジとなる木製板材110との接合強度が弱く、剛性が低くなってしまい、材軸方向と垂直な方向に変形しやすい(撓みやすい)梁材となってしまう。
一方、実施形態1に係る梁材1によれば、長尺な四角形状の3枚の木製板材、即ち、第1の木製板材10と第2の木製板材20と第3の木製板材30とが組み合わされて、かつ、第1の木製板材10と第2の木製板材20との接合部2、及び、第1の木製板材10と第3の木製板材30との接合部2に、山形鋼6が用いられて、断面I形状に形成されたので、軽量、かつ、非特許文献1に開示された梁材と比べて剛性が高く、撓みにくい梁材1を得ることができる。
また、実施形態1に係る梁材1によれば、長尺な四角形状の木製板材(第1の木製板材10、第2の木製板材20、第3の木製板材30)の長辺縁の長さに対応した長さの山形鋼6を用いて、当該山形鋼6を木製板材の長辺縁に沿って連続するように設けた構成としたので、より剛性を向上できて、ロングスパン化が可能な、断面I形状の木質の梁材1を得ることができる。
According to the beam material 1 according to Embodiment 1, the angle steel 6 (the first angle steel 6A, the second angle steel 6B, the third angle steel 6C, and the fourth angle steel 6D) is used in the joint portion 2. Therefore, it is possible to provide a wooden beam member 1 having an I-shaped cross section, high rigidity, and excellent anti-bending effect.
That is, the beam material disclosed in Non-Patent Document 1 is, as shown in FIG. Since the structure is only fixed by , the joint strength between the wooden board 101 that serves as the web and the wooden board 110 that serves as the flange is weak, the rigidity is low, and the material tends to deform in the direction perpendicular to the axial direction. It becomes a beam material (easily bent).
On the other hand, according to the beam 1 according to the first embodiment, three long square wooden boards, that is, the first wooden board 10, the second wooden board 20, and the third wooden board 30 are Angle irons 6 are combined and joined to the joint 2 between the first wooden board 10 and the second wooden board 20 and the joint 2 between the first wooden board 10 and the third wooden board 30. is used to form the I-shaped cross section, the beam 1 which is lightweight, has higher rigidity than the beam disclosed in Non-Patent Document 1, and is hard to bend can be obtained.
In addition, according to the beam 1 according to the first embodiment, the length of the long edge of the long square wooden board (the first wooden board 10, the second wooden board 20, and the third wooden board 30) The angle steel 6 having a length corresponding to the width of the wooden board is used, and the angle steel 6 is provided so as to be continuous along the long edge of the wooden plate, so that the rigidity can be further improved and the long span can be achieved. A possible wooden beam 1 having an I-shaped cross section can be obtained.

実施形態2
上述した梁材1よりも長い梁長のロングスパンの梁材が必要となる場合、上述した梁材1の端部に、図4に示すような端部接合手段80Aを備えた構成の梁材1A及び端部接合手段80Bを備えた構成の梁材1Bを用いることで、ロングスパンの梁材1Xを得ることができる。
Embodiment 2
When a long-span beam having a beam length longer than that of the above-described beam 1 is required, a beam having a configuration in which an end joining means 80A as shown in FIG. A long-span beam 1X can be obtained by using the beam 1B having the configuration including the beam 1A and the end joining means 80B.

即ち、一方の梁材1の一方の梁端部が端部接合手段80Aに形成された梁材1Aの当該端部接合手段80Aと他方の梁材1の他方の梁端部が端部接合手段80Bに形成された梁材1Bの当該端部接合手段80Bとを接合することにより、ロングスパンの梁材1Xを形成できる。 That is, one beam end portion of one beam member 1 is formed as an end joining means 80A, and the other beam end portion of the other beam member 1 is formed as an end joining means 80A. By joining the end joining means 80B of the beam 1B formed at 80B, the long-span beam 1X can be formed.

図4(a)に示すように、一方の梁材1Aの端部接合手段80Aは、連結部材としての山形鋼6の長手方向の一方の端部が、木製板材(第1の木製板材10、第2の木製板材20、第3の木製板材30)の長辺縁に沿った方向の一方の端面1aから長辺縁に沿った方向に突出するように構成される。
また、他方の梁材1Bの端部接合手段80Bは、山形鋼6の長手方向の他方の端面6bが、木製板材(第1の木製板材10、第2の木製板材20、第3の木製板材30)の長辺縁に沿った方向の他方の端面1bよりも所定の距離bだけ反対側の端面(一方の端面)側に位置される。言い換えれば、山形鋼6の長手方向の他方の端面6bが、木製板材の長辺縁に沿った方向の他方の端面1bから反対側の端面(一方の端面)に近づく方向に後退した位置に設置される。そして、この山形鋼6の他方の端面6bと木製板材の他方の端面1bとの間の距離bは、一方の梁材1Aの木製板材の一方の端面1aから突出する山形鋼6の端部の突出長さよりも若干長くなるように構成される。
As shown in FIG. 4A, the end joining means 80A of one beam member 1A is such that one end in the longitudinal direction of the angle steel 6 as a connecting member is connected to a wooden board (the first wooden board 10, The second wooden plate member 20 and the third wooden plate member 30) are configured to protrude in the direction along the long side edge from one end face 1a in the direction along the long side edge.
In addition, the end joining means 80B of the other beam member 1B is such that the other longitudinal end surface 6b of the angle steel 6 is made of wooden plate members (the first wooden plate member 10, the second wooden plate member 20, and the third wooden plate member). 30) is positioned on the side of the opposite end face (one end face) by a predetermined distance b from the other end face 1b in the direction along the long side edge of 30). In other words, the other longitudinal end face 6b of the angle steel 6 is set at a position retreated from the other end face 1b in the direction along the long edge of the wooden plate toward the opposite end face (one end face). be done. The distance b between the other end face 6b of the angle steel 6 and the other end face 1b of the wooden plate is the length of the end portion of the angle steel 6 protruding from the one end face 1a of the wooden plate of the beam 1A. It is configured to be slightly longer than the protruding length.

実施形態2においては、一方の梁材1Aにおける木製板材の長辺縁に沿った方向の一方の端面1a、即ち、第1の木製板材10、第2の木製板材20、第3の木製板材30の長辺縁に沿った方向のそれぞれの一方の端面が同一平面上に形成され、かつ、他方の梁材1Bにおける木製板材の長辺縁に沿った方向の他方の端面1b、即ち、第1の木製板材10、第2の木製板材20、第3の木製板材30の長辺縁に沿った方向のそれぞれの他方の端面が同一平面上に形成された構成とした。 In Embodiment 2, one end surface 1a of one beam member 1A in the direction along the long side edge of the wooden plate member, that is, the first wooden plate member 10, the second wooden plate member 20, and the third wooden plate member 30 Each one end face in the direction along the long side edge is formed on the same plane, and the other end face 1b in the direction along the long side edge of the wooden board in the other beam 1B, that is, the first The other end surfaces of the wooden plate 10, the second wooden plate 20, and the third wooden plate 30 in the direction along the long edge are formed on the same plane.

一方の梁材1Aの端部接合手段80Aと他方の梁材1Bの端部接合手段80Bとの接合方法は、図4(a),(b)に示すとおりである。
まず、一方の梁材1Aの木製板材の一方の端面1aから突出する上側の山形鋼6,6の端部における板面63,64を、他方の梁材1Bの端部接合手段80Bにおける第1の木製板材10における板面14,15及び第2の木製板材20の板面22に面接触させ、かつ、一方の梁材1Aの木製板材の一方の端面1aから突出する下側の山形鋼6,6の端部における板面63,64を、他方の梁材1Bの端部接合手段80Bにおける第1の木製板材10における板面14,15及び第3の木製板材30の板面32に面接触させながら、一方の梁材1Aの木製板材の一方の端面1aから突出する各山形鋼6,6…の端部の端面6a,6a…と他方の梁材1Bにおける各山形鋼6,6…の長手方向の他方の端面6b,6b…とを接近させるとともに、一方の梁材1Aの木製板材の一方の端面1aと他方の梁材1Bの木製板材の他方の端面1bとを接触させた状態に設定する。
次に、他方の梁材1Bの端部接合手段80Bに位置された一方の梁材1Aの端部接合手段80Aの各山形鋼6,6…の端部を、ねじ7を用いて、他方の梁材1Bの木製板材に連結する。
以上により、梁材1Aと梁材1Bとが接合されたロングスパンの梁材1Xが形成される。
即ち、一方の梁材1Aの端部接合手段80Aを形成する各山形鋼6,6…の端部を他方の梁材1Bの端部接合手段80Bに位置させた後、当該各山形鋼6,6…の端部をねじ7を用いて他方の梁材1Bの木製板材に連結するだけで、ロングスパンの梁材1Xを簡単容易に製作できるようになる。
The joining method of the end joining means 80A of one beam 1A and the end joining means 80B of the other beam 1B is as shown in FIGS. 4(a) and 4(b).
First, the plate surfaces 63, 64 at the ends of the upper angle irons 6, 6 protruding from one end surface 1a of the wooden plate material of one beam 1A are attached to the first joint means 80B of the other beam 1B. The lower angle steel 6 that is in surface contact with the plate surfaces 14 and 15 of the wooden plate 10 and the plate surface 22 of the second wooden plate 20 and protrudes from one end surface 1a of the wooden plate of one beam 1A , 6 on the plate surfaces 14 and 15 of the first wooden plate 10 and the plate surface 32 of the third wooden plate 30 on the end joining means 80B of the other beam 1B. While being in contact with each other, the end faces 6a, 6a, . . . of the ends of the angle steels 6, 6, . The other end faces 6b, 6b, . set to
Next, using screws 7, the ends of the angle steels 6, 6, . . . It is connected to the wooden board material of the beam material 1B.
As described above, a long-span beam 1X is formed by joining the beam 1A and the beam 1B.
That is, after positioning the ends of the angle steels 6 forming the end joining means 80A of one beam 1A to the end joining means 80B of the other beam 1B, the angle steels 6, 6, . . . The long-span beam 1X can be easily manufactured simply by connecting the ends of 6 to the wooden plate member of the other beam 1B using screws 7.

実施形態2によれば、図4に示すような端部接合手段80Aを備えた構成の梁材1A及び端部接合手段80Bを備えた構成の梁材1Bを用いるので、トラック等の運搬車両によって工場から現場に運搬可能な長さに工場内で形成された梁材1A及び梁材1Bを現場において容易に接合できるようになり、現場において、ロングスパンの梁材1Xを簡単容易に製作できるようになる。 According to the second embodiment, since the beam 1A with the end joining means 80A and the beam 1B with the end joining means 80B as shown in FIG. The beams 1A and 1B, which are formed in the factory to a length that can be transported from the factory to the site, can be easily joined at the site, and the long-span beam 1X can be easily manufactured at the site. become.

実施形態3
実施形態2の一方の梁材1Aのように、第1の木製板材10、第2の木製板材20、第3の木製板材30の長辺縁に沿った方向のそれぞれの一方の端面1aを同一平面上に形成せずに、図5に示すように、第2の木製板材20、第3の木製板材30の長辺縁に沿った方向のそれぞれの一方の端面20a、一方の端面30aを同一平面上に形成するとともに、第1の木製板材10の長辺縁に沿った方向の一方の端面10aを、一方の端面20a及び一方の端面30aが位置する平面と平行な平面上に位置させた構成の端部接合手段80Cを有した一方の梁材1Cを製作する。
さらに、実施形態2の他方の梁材1Bのように、第1の木製板材10、第2の木製板材20、第3の木製板材30の長辺縁に沿った方向のそれぞれの他方の端面1bを同一平面上に形成せずに、図5に示すように、第2の木製板材20、第3の木製板材30の長辺縁に沿った方向のそれぞれの他方の端面20b、他方の端面30bを同一平面上に形成するとともに、第1の木製板材10の長辺縁に沿った方向の他方の端面10bを、他方の端面20b及び他方の端面30bが位置する平面と平行な平面上に位置させた構成の端部接合手段80Dを有した他方の梁材1Dを製作する。
Embodiment 3
Like one beam member 1A of Embodiment 2, each one end surface 1a in the direction along the long edge of the first wooden plate member 10, the second wooden plate member 20, and the third wooden plate member 30 is the same. As shown in FIG. 5, instead of forming on a plane, one end surface 20a and one end surface 30a of each of the second wooden board 20 and the third wooden board 30 in the direction along the long side edge are made to be the same. It is formed on a plane, and one end face 10a in the direction along the long edge of the first wooden board 10 is positioned on a plane parallel to the plane where one end face 20a and one end face 30a are positioned. One of the beams 1C having the configured end joining means 80C is fabricated.
Furthermore, like the other beam member 1B of the second embodiment, the other end surface 1b of each of the first wooden plate member 10, the second wooden plate member 20, and the third wooden plate member 30 in the direction along the long side edge. are not formed on the same plane, and as shown in FIG. are formed on the same plane, and the other end face 10b in the direction along the long edge of the first wooden board 10 is positioned on a plane parallel to the plane where the other end face 20b and the other end face 30b are located The other beam member 1D having the end joining means 80D having a configuration that is aligned with the other beam member 1D is manufactured.

尚、一方の梁材1Cは、第2の木製板材20の一方の端面20a、及び、第3の木製板材30の一方の端面30aと、第1の木製板材10の一方の端面10aとが同一平面上に位置されない構成以外の構成は、実施形態2の一方の梁材1Aと同じであるので、説明を省略する。
また、他方の梁材1Dは、第2の木製板材20の他方の端面20b、及び、第3の木製板材30の他方の端面30aと、第1の木製板材10の他方の端面10bとが同一平面上に位置されない構成以外の構成は、実施形態2の他方の梁材1Bと同じであるので、説明を省略する。
One beam member 1C has one end surface 20a of the second wooden plate member 20, one end surface 30a of the third wooden plate member 30, and one end surface 10a of the first wooden plate member 10. The configuration other than the configuration that is not positioned on the plane is the same as one beam 1A of Embodiment 2, so the description is omitted.
In the other beam 1D, the other end face 20b of the second wooden board 20, the other end face 30a of the third wooden board 30, and the other end face 10b of the first wooden board 10 are the same. The configuration other than the configuration that is not positioned on the plane is the same as the other beam member 1B of the second embodiment, so the description is omitted.

図5に示すように、実施形態3では、実施形態2と同様に、一方の梁材1Cの木製板材の一方の端面10a,20a,30aから突出する各山形鋼6,6…の端部の端面6a,6a…と他方の梁材1Dにおける各山形鋼6,6…の長手方向の他方の端面6b,6b…とを接近させるとともに、一方の梁材1Cの木製板材の一方の端面20a,10a,30aと他方の梁材1Dの木製板材の他方の端面20b,10b,30bとを接触させた状態に設定した後、他方の梁材1Dの端部接合手段80Dに位置された一方の梁材1Cの各山形鋼6,6…の端部をねじ7を用いて他方の梁材1Dの木製板材に連結する。
以上により、梁材1Cと梁材1Dとが接合されたロングスパンの梁材1Yが形成される。
即ち、一方の梁材1Cの各山形鋼6,6…の端部を他方の梁材1Dの端部接合手段80Dに位置させた後、一方の梁材1Cの各山形鋼6,6…の端部をねじ7を用いて他方の梁材1Dの木製板材に連結するだけで、ロングスパンの梁材1Yを簡単容易に製作できるようになる。
As shown in FIG. 5, in the third embodiment, as in the second embodiment, the end portions of the angle steels 6, 6... protruding from one end face 10a, 20a, 30a of the wooden plate material of one beam member 1C are and the other longitudinal end faces 6b, 6b, . 10a, 30a and the other end surface 20b, 10b, 30b of the wooden board of the other beam 1D are set in contact with each other, and then one beam positioned at the end joining means 80D of the other beam 1D is connected. The ends of the angle steels 6, 6, . . .
As described above, a long-span beam 1Y is formed by joining the beam 1C and the beam 1D.
That is, after the ends of the angle steels 6, 6 of one beam member 1C are positioned in the end joining means 80D of the other beam member 1D, the angle steels 6, 6 of one beam member 1C are attached. The long-span beam 1Y can be easily manufactured simply by connecting the end portion to the wooden board member of the other beam 1D using the screws 7. FIG.

実施形態3によれば、一方の梁材1Cの端部接合手段80Cと他方の梁材1Dの端部接合手段80Dとの接合面において、一方の梁材1Cの第2の木製板材20の一方の端面20aと他方の梁材1Dの第2の木製板材20の他方の端面20bとの接合面や一方の梁材1Cの第3の木製板材30の一方の端面30aと他方の梁材1Dの第3の木製板材30の一方の端面30bとの接合面と、一方の梁材1Cの第1の木製板材10の一方の端面10aと他方の梁材1Dの第1の木製板材10の他方の端面10bとの接合面とが、同一平面上に位置されないため、実施形態2のロングスパンの梁材1Xと比べて、より剛性の高いロングスパンの梁材1Y、即ち、たわみ防止効果に優れたロングスパンの梁材1Yを得ることができる。 According to the third embodiment, one of the second wooden plate members 20 of one beam member 1C is attached to the joint surface between the end joint member 80C of one beam member 1C and the end joint member 80D of the other beam member 1D. and the other end surface 20b of the second wooden plate 20 of the other beam 1D and the end surface 30a of the third wooden plate 30 of the one beam 1C and the other beam 1D The joint surface with one end surface 30b of the third wooden board 30, the one end surface 10a of the first wooden board 10 of one beam 1C, and the other of the first wooden board 10 of the other beam 1D Since the joint surface with the end surface 10b is not positioned on the same plane, the long-span beam 1Y has higher rigidity than the long-span beam 1X of the second embodiment, that is, the deflection prevention effect is excellent. A long-span beam 1Y can be obtained.

実施形態4
図6(a)に示すように、第1の木製板材10の一方の板面14及び他方の板面15において、山形鋼6の連結板61が設置される部分の表面を連結板61の板厚分以上削って形成された連結板嵌合凹部16,16,17,17を設けるとともに、第2の木製板材20の一方の板面22において、山形鋼6の連結板62が設置される部分の表面を連結板62の板厚分以上削って形成された連結板嵌合凹部26,26を設け、さらに、第3の木製板材30の一方の板面32において、山形鋼6の連結板62が設置される部分の表面を連結板62の板厚分以上削って形成された連結板嵌合凹部36,36を設ける。
Embodiment 4
As shown in FIG. 6( a ), on one plate surface 14 and the other plate surface 15 of the first wooden plate 10 , the surface of the portion where the connection plate 61 of the angle iron 6 is installed is the plate of the connection plate 61 . Connection plate fitting recesses 16, 16, 17, 17 formed by cutting out more than the thickness are provided, and a portion on one plate surface 22 of the second wooden plate 20 where the connection plate 62 of the angle iron 6 is installed. The connecting plate fitting recesses 26, 26 are formed by cutting the surface of the connecting plate 62 by more than the thickness of the connecting plate 62, and further, on one plate surface 32 of the third wooden plate 30, the connecting plate 62 of the angle steel 6 Connection plate fitting recesses 36, 36 are formed by cutting the surface of the portion where is installed by the thickness of the connection plate 62 or more.

そして、図6(b)に示すように、山形鋼6A,6Bの連結板61,62を連結板嵌合凹部16,26に嵌め込んだ状態で山形鋼6A,6Bをねじ7で第1の木製板材10及び第2の木製板材20に連結し、さらに、山形鋼6C,6Dの連結板61,62を連結板嵌合凹部17,36に嵌め込んだ状態で山形鋼6C,6Dをねじ7で第1の木製板材10及び第3の木製板材30に連結した構成の梁材1Eとした。 Then, as shown in FIG. 6B, the connecting plates 61 and 62 of the angle steels 6A and 6B are fitted into the connecting plate fitting recesses 16 and 26, and the angle steels 6A and 6B are screwed into the first screws 7. The angle steels 6C and 6D are connected to the wooden plate 10 and the second wooden plate 20, and the angle steels 6C and 6D are screwed together with the connecting plates 61 and 62 of the angle steels 6C and 6D fitted into the connecting plate fitting recesses 17 and 36, respectively. The beam member 1</b>E is connected to the first wooden plate member 10 and the third wooden plate member 30 in FIG.

実施形態4によれば、山形鋼6が木製板材の板面から突出しない構成とできるので、意匠性に優れた梁材1Eを得ることができる。
この場合、山形鋼6の連結板の表面と木製板材の板面とを同一平面上に位置させることにより、意匠性に優れた梁材を得ることできる。
また、山形鋼6の連結板の表面が連結板嵌合凹部側に若干引っ込んだ状態に設定されて、山形鋼6の連結板の表面に木目等の表面材を貼り付けた構成とした場合、外観上、木製の梁材に見えるように加工でき、意匠性に優れた梁材を得ることできる。
According to Embodiment 4, the angle iron 6 can be configured so as not to protrude from the plate surface of the wooden plate, so that the beam member 1E with excellent design can be obtained.
In this case, by locating the surface of the connecting plate of the angle steel 6 and the plate surface of the wooden plate on the same plane, it is possible to obtain a beam with excellent design.
Further, when the surface of the connecting plate of the angle steel 6 is set in a state slightly recessed toward the connecting plate fitting concave side, and a surface material such as wood grain is attached to the surface of the connecting plate of the angle steel 6, It is possible to obtain a beam material which can be processed so as to look like a wooden beam material in terms of appearance, and which is excellent in design.

実施形態5
図7に示すように、第2の木製板材20の一方の板面22において、第1の木製板材10の一方の端面12側が嵌まり込む嵌合凹部27を形成するとともに、第3の木製板材30の一方の板面32において、第1の木製板材10の他方の端面13側が嵌まり込む嵌合凹部37を形成する。
そして、第1の木製板材10の一方の端面12側を第2の木製板材20の一方の板面22に形成された嵌合凹部27に嵌め込むとともに、第1の木製板材10の他方の端面13側を第3の木製板材30の一方の板面32に形成された嵌合凹部37に嵌め込んだ状態で、第1の木製板材10と第2の木製板材20とを山形鋼6を用いて接合し、かつ、第1の木製板材10と第3の木製板材30とを山形鋼6を用いて接合した構成の梁材1Fとした。
Embodiment 5
As shown in FIG. 7, on one plate surface 22 of the second wooden plate 20, a fitting recess 27 is formed into which one end surface 12 of the first wooden plate 10 is fitted, and a third wooden plate is formed. A fitting recess 37 is formed in one plate surface 32 of the first wooden plate 10 to fit the other end surface 13 side of the first wooden plate 10 .
Then, one end surface 12 side of the first wooden board 10 is fitted into the fitting recess 27 formed in one board surface 22 of the second wooden board 20, and the other end surface of the first wooden board 10 is fitted. The first wooden plate 10 and the second wooden plate 20 are joined together using an angle iron 6 with the 13 side fitted into the fitting recess 37 formed in one plate surface 32 of the third wooden plate 30 . The first wooden plate member 10 and the third wooden plate member 30 are joined using the angle steel 6 to form the beam member 1F.

実施形態5によれば、第1の木製板材10の一方の端面12側を第2の木製板材20の嵌合凹部27に嵌合させ、かつ、第1の木製板材10の他方の端面13側を第3の木製板材30の嵌合凹部37に嵌合させた構成としたので、第1の木製板材10と第2の木製板材20との接合強度、及び、第1の木製板材10と第3の木製板材30との接合強度をより向上させることができ、より剛性が高く、撓みにくい梁材1Fを得ることができる。 According to Embodiment 5, one end surface 12 side of the first wooden board 10 is fitted into the fitting recess 27 of the second wooden board 20, and the other end surface 13 side of the first wooden board 10 is fitted. is fitted in the fitting recess 37 of the third wooden board 30, the joint strength between the first wooden board 10 and the second wooden board 20, and the first wooden board 10 and the second The joint strength with the wooden board 30 of 3 can be further improved, and the beam 1F with higher rigidity and less bending can be obtained.

尚、各実施形態では、第1の木製板材10と第2の木製板材20とをねじ8で連結するとともに、第1の木製板材10と第3の木製板材30とをねじ9で連結した例を示したが、当該ねじ8及びねじ9による連結を行わずに、第1の木製板材10と第2の木製板材20とを山形鋼6とねじ7とを用いて接合するとともに、第1の木製板材10と第3の木製板材30とを山形鋼6とねじ7とを用いて接合した構成としてもよい。 In each embodiment, the first wooden board 10 and the second wooden board 20 are connected with the screw 8, and the first wooden board 10 and the third wooden board 30 are connected with the screw 9. , the first wooden plate 10 and the second wooden plate 20 are joined using the angle iron 6 and the screw 7 without connecting with the screw 8 and the screw 9, and the first A configuration in which the wooden plate 10 and the third wooden plate 30 are joined using the angle steel 6 and the screw 7 may be employed.

また、各実施形態では、断面I形状の梁材を例示したが、断面H形状に形成された梁材であってもよい。 Moreover, in each embodiment, although the cross-sectional I-shaped beam was illustrated, the cross-sectional H-shaped beam may be used.

また、第1の木製板材10と山形鋼6の連結板61との接合、第2の木製板材20又は第3の木製板材30と山形鋼6の連結板62との接合は、ねじ7と接着剤とを併用してもよい。 The first wooden plate 10 and the connecting plate 61 of the angle steel 6, and the second wooden plate 20 or the third wooden plate 30 and the connecting plate 62 of the angle steel 6 are bonded by screws 7. agent may be used in combination.

また、断面L字形状の金属製の連結部材として山形鋼6を用いた例を示したが、山形鋼6以外の断面L字形状の金属製の連結部材を用いてもよい。 Also, although the angle steel 6 is used as the metal connection member having an L-shaped cross section, a metal connection member having an L-shaped cross section other than the angle steel 6 may be used.

1,1A~1F 梁材、2 接合部、
6(6A,6B,6C,6D) 山形鋼(連結部材)、7 ねじ、
10 第1の木製板材、11 第1の木製板材の長辺縁、
12 第1の木製板材の一方の端面、13 第1の木製板材の他方の端面、
14,15 第1の木製板材の板面、
20 第2の木製板材、22 第2の木製板材の板面、
30 第3の木製板材、32 第3の木製板材の板面、
63,64 山形鋼(連結部材)の板面、b 所定の距離、
80A~80D 端部接合手段。
1, 1A to 1F beams, 2 joints,
6 (6A, 6B, 6C, 6D) angle steel (connecting member), 7 screw,
10 first wooden board, 11 long edge of first wooden board,
12 One end face of the first wooden board, 13 The other end face of the first wooden board,
14, 15 board surface of the first wooden board,
20 second wooden board, 22 board surface of second wooden board,
30 third wooden board, 32 board surface of the third wooden board,
63, 64 plate surface of angle iron (connecting member), b predetermined distance,
80A-80D End Joining Means.

Claims (2)

長尺な四角形状の第1の木製板材の長辺縁に沿った一対の端面のうちの一方の端面と長尺な四角形状の第2の木製板材の板面とが接触した状態に接合されるとともに、第1の木製板材の長辺縁に沿った一対の端面のうちの他方の端面と長尺な四角形状の第3の木製板材の板面とが接触した状態に接合されることによって、断面I形状又は断面H形状に形成された梁材であって、断面L字形状の金属製の連結部材の板面が第1の木製板材の板面と第2の木製板材の板面とに接触した状態で当該連結部材が第1の木製板材と第2の木製板材とに連結されたことによって第1の木製板材と第2の木製板材とが接合されたとともに、断面L字形状の金属製の連結部材の板面が第1の木製板材の板面と第3の木製板材の板面とに接触した状態で当該連結部材が第1の木製板材と第3の木製板材とに連結されたことによって第1の木製板材と第3の木製板材とが接合されて構成された当該梁材の端部に端部接合手段を備えた梁材を複数個用い、一方の梁材の端部接合手段と他方の梁材の端部接合手段とが接合されて構成された梁材であって、
一方の梁材の端部接合手段は、連結部材の端部が、木製板材の長辺縁に沿った方向の一方の端面から長辺縁に沿った方向に突出するように構成され、
他方の梁材の端部接合手段は、連結部材の端部が、木製板材の長辺縁に沿った方向の他方の端面よりも所定の距離だけ一方の端面側に位置されて、連結部材の端部の端面と木製板材の長辺縁に沿った方向の他方の端面との間の所定の距離が、一方の梁材の木製板材の一方の端面から突出する連結部材の端部の長さよりも長くなるように構成され、
一方の梁材の端部接合手段における木製板材の一方の端面から突出する連結部材の端部が、他方の梁材の第1の木製板材と第2の木製板材とにねじによって連結されるとともに、他方の梁材の第1の木製板材と第3の木製板材とにねじによって連結されたことを特徴する梁材。
One end face of a pair of end faces along the long side edges of the first long rectangular wooden plate is joined to the plate surface of the second long rectangular wooden plate in contact with each other. At the same time, the other end face of the pair of end faces along the long side edges of the first wooden plate is joined to the plate surface of the long rectangular third wooden plate in a state of contact. , I-shaped cross section or H-shaped cross section, wherein the plate surface of the metal connection member having the L-shaped cross section is aligned with the plate surface of the first wooden plate and the plate surface of the second wooden plate. The first wooden plate and the second wooden plate are joined by connecting the connecting member to the first wooden plate and the second wooden plate while being in contact with the L-shaped cross section The connection member is connected to the first wooden plate and the third wooden plate while the plate surface of the metal connection member is in contact with the plate surface of the first wooden plate and the plate surface of the third wooden plate. A plurality of beams provided with end joining means at the ends of the beams constructed by joining the first wooden plate and the third wooden plate by joining, and the end of one of the beams is used. A beam member configured by joining a section joining means and an end joining means of the other beam member,
The end joining means of one of the beams is configured so that the end of the connecting member protrudes in the direction along the long edge from one end face in the direction along the long edge of the wooden plate,
The end joining means of the other beam member is such that the end of the connecting member is positioned on one end face side by a predetermined distance from the other end face in the direction along the long edge of the wooden board. The predetermined distance between the end face of the end and the other end face in the direction along the long edge of the wooden board is greater than the length of the end of the connecting member projecting from one end face of the wooden board of one beam. is configured to be longer than
The end of the connecting member protruding from one end surface of the wooden plate in the end joining means of one beam is connected to the first wooden plate and the second wooden plate of the other beam with screws. , and a first wooden plate member and a third wooden plate member of the other beam member by means of screws .
連結部材は、木製板材の長辺縁の長さに対応した長さの山形鋼であることを特徴する請求項1に記載の梁材 2. The beam according to claim 1, wherein the connecting member is an angle iron having a length corresponding to the length of the long edge of the wooden board .
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CN208933810U (en) 2018-08-21 2019-06-04 南京林业大学 A wood structure box girder

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JPS5294616A (en) * 1976-02-04 1977-08-09 Katsuhiko Seki Wooden composite beam
JPS565756Y2 (en) * 1978-06-03 1981-02-06
JPS5521264A (en) * 1978-07-31 1980-02-15 Matsushita Electric Works Ltd Reinforcing collecting wood
JPH01131747A (en) * 1987-11-17 1989-05-24 Hashimoto Denki Co Ltd Wooden i-shaped composite beam
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CN201080670Y (en) 2007-06-05 2008-07-02 华商技研(天津)家具有限公司 Architectural structure joist made by artificial forest timber
CN208933810U (en) 2018-08-21 2019-06-04 南京林业大学 A wood structure box girder

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