JP7129526B1 - wooden structure - Google Patents

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JP7129526B1
JP7129526B1 JP2021125921A JP2021125921A JP7129526B1 JP 7129526 B1 JP7129526 B1 JP 7129526B1 JP 2021125921 A JP2021125921 A JP 2021125921A JP 2021125921 A JP2021125921 A JP 2021125921A JP 7129526 B1 JP7129526 B1 JP 7129526B1
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rod
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敏浩 永井
修 大橋
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Smb建材株式会社
三井ホームコンポーネント株式会社
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Abstract

【課題】上フロアの柱を下フロアの木製部材に対し強固に接合することができる木造構造物を提供すること。【解決手段】木造構造物1は、上下に複数のフロアを有する構造物であって、上フロアの縦枠21と下フロアの柱11を接合する接合部4を備え、接合部4は、下フロアの柱11の上面11aに対し鉛直に挿入されて柱11に取り付けられる棒状部材41、及び、上フロアの縦枠21に取り付けられ棒状部材41の上部と締結される上部取付部材42を備えて構成されている。【選択図】図2An object of the present invention is to provide a wooden structure in which a pillar of an upper floor can be firmly joined to a wooden member of a lower floor. A wooden structure (1) is a structure having a plurality of floors above and below, and is provided with a joint (4) for joining a vertical frame (21) of an upper floor and a column (11) of a lower floor. A rod-shaped member 41 is inserted vertically into the upper surface 11a of the pillar 11 of the floor and attached to the pillar 11, and an upper mounting member 42 is attached to the vertical frame 21 of the upper floor and fastened to the upper part of the rod-shaped member 41. It is configured. [Selection drawing] Fig. 2

Description

本発明は、木造構造物に関する。 The present invention relates to wooden structures.

従来、木造構造物として、例えば特開2012-219496号公報に記載されるように、木製の柱や梁を用いて構造物の躯体を構成して構築される木造構造物が知られている。また、木造構造物の建築の工法としては、木造軸組工法(在来工法、金物工法など)や木造枠組壁工法(ツーバイフォー工法など)が知られている。 2. Description of the Related Art Conventionally, as a wooden structure, there has been known a wooden structure that is constructed by using wooden pillars and beams to form a frame of the structure, as described in Japanese Patent Application Laid-Open No. 2012-219496, for example. As construction methods for wooden structures, wooden frame construction methods (conventional construction methods, hardware construction methods, etc.) and wooden frame wall construction methods (two-by-four construction methods, etc.) are known.

特開2012-219496号公報JP 2012-219496 A

上述した木造構造物において、二階建てなど複数のフロアの構造物を建築する場合、金具を用いて下フロアの梁や柱と上フロアの柱を接合する場合がある。例えば、下フロアの梁や柱と上フロアの柱の接合箇所に金具を取り付けて接合が行われる。しかしながら、構造物によっては、上フロアの柱を下フロアの木製部材に対し、より強固に接合することが求められる場合がある。このため、上フロアの柱を下フロアの木製部材に対し、より強固に接合する建築手法の開発が望まれている。 In the wooden structure described above, when constructing a structure with a plurality of floors such as a two-story building, metal fittings may be used to join the beams and columns of the lower floor to the columns of the upper floor. For example, metal fittings are attached to joints between beams and columns on the lower floor and columns on the upper floor. However, depending on the structure, it may be required to join the pillars of the upper floor to the wooden members of the lower floor more firmly. For this reason, it is desired to develop a construction method that more firmly joins the pillars of the upper floor to the wooden members of the lower floor.

そこで、本発明は、上フロアの柱を下フロアの木製部材に対し強固に接合することができる木造構造物を提供することを目的とする。 SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a wooden structure in which the pillars of the upper floor can be firmly joined to the wooden members of the lower floor.

本発明に係る木造構造物は、上下に複数のフロアを有する木造構造物において、上フロアの柱部材と下フロアの木製部材を接合する接合部を備え、接合部は、下フロアの木製部材の上面に対し鉛直に挿入されて木製部材に取り付けられる棒状部材、及び、上フロアの柱部材に取り付けられ棒状部材の上部と締結される上部取付部材を備えて構成されている。この木造構造物によれば、下フロアの木製部材の上面に対し鉛直に棒状部材を挿入し、上フロアの柱部材に上部取付部材を取り付け、棒状部材の上部と上部取付部材を締結して下フロアの木製部材と上フロアの柱部材を接合している。このため、上フロアの柱部材と下フロアの木製部材を強固に接合することができる。 A wooden structure according to the present invention is a wooden structure having a plurality of floors above and below, and is provided with joints for joining the pillar members of the upper floor and the wooden members of the lower floor, and the joints are the wooden members of the lower floor. It is composed of a rod-shaped member that is inserted vertically into the upper surface and attached to the wooden member, and an upper mounting member that is attached to the pillar member of the upper floor and fastened to the upper part of the rod-shaped member. According to this wooden structure, a rod-shaped member is inserted perpendicularly to the upper surface of a wooden member of the lower floor, an upper mounting member is attached to the column member of the upper floor, and the upper part of the rod-shaped member and the upper mounting member are fastened to the lower floor. The wooden members of the floor and the column members of the upper floor are joined. Therefore, the column member of the upper floor and the wooden member of the lower floor can be firmly joined.

また、本発明に係る木造構造物において、上フロアの柱部材の水平断面積は、下フロアの木製部材の水平断面積より小さくしてもよい。この場合、上フロアの柱部材の水平断面積が下フロアの木製部材の水平断面積より小さいことにより、下フロアの木製部材の接合面において上フロアの柱部材が当接しない箇所に棒状部材を挿入させて接合部を設けることができる。これにより、棒状部材を上フロアの柱部材と平行に配置して上フロアの柱部材と下フロアの木製部材を強固に接合することができる。 In addition, in the wooden structure according to the present invention, the horizontal cross-sectional area of the column member on the upper floor may be smaller than the horizontal cross-sectional area of the wooden member on the lower floor. In this case, since the horizontal cross-sectional area of the pillar members on the upper floor is smaller than the horizontal cross-sectional area of the wooden members on the lower floor, rod-shaped members are placed at the joint surfaces of the wooden members on the lower floor where the pillar members on the upper floor do not come into contact. It can be inserted to provide a joint. Thereby, the rod-shaped member can be arranged in parallel with the column member of the upper floor to firmly join the column member of the upper floor and the wooden member of the lower floor.

また、本発明に係る木造構造物において、上フロアは下フロアと異なる工法により構築されていてもよい。この場合、工法の違いによって下フロアの木製部材と上フロアの柱部材の断面積が異なっていても、棒状部材を上フロアの柱と平行に配置して、上フロアの柱部材と下フロアの木製部材を強固に接合することができる。 Moreover, in the wooden structure according to the present invention, the upper floor may be constructed by a construction method different from that of the lower floor. In this case, even if the wooden members of the lower floor and the column members of the upper floor have different cross-sectional areas due to differences in construction methods, the rod-shaped members are arranged parallel to the columns of the upper floor, and the column members of the upper floor and the column members of the lower floor Wooden members can be strongly joined.

また、本発明に係る木造構造物において、上フロアは枠組壁工法により構築され、下フロアはラーメン工法により構築されていてもよい。この場合、工法の違いによって下フロアの木製部材と上フロアの柱部材の断面積が異なっていても、上フロアの柱部材と下フロアの木製部材を強固に接合することができる。 Moreover, in the wooden structure according to the present invention, the upper floor may be constructed by the frame wall construction method, and the lower floor may be constructed by the Rahmen construction method. In this case, even if the wooden members of the lower floor and the column members of the upper floor have different cross-sectional areas due to differences in construction methods, the column members of the upper floor and the wooden members of the lower floor can be firmly joined.

本発明によれば、木造構造物において上フロアの柱部材を下フロアの木製部材に対し強固に接合することができる。 According to the present invention, a column member on the upper floor can be firmly joined to a wooden member on the lower floor in a wooden structure.

本発明の実施形態に係る木造構造物の概要を示す図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a figure which shows the outline|summary of the wooden structure which concerns on embodiment of this invention. 図1の木造構造物の接合部の説明図である。FIG. 2 is an explanatory diagram of a joint portion of the wooden structure in FIG. 1; 図2のIII-IIIにおける接合部の断面図である。FIG. 3 is a cross-sectional view of a joint along III-III in FIG. 2; 図1の木造構造物の接合部の変形例を示す図である。It is a figure which shows the modification of the joint part of the wooden structure of FIG. 図1の木造構造物の接合部の説明図である。FIG. 2 is an explanatory diagram of a joint portion of the wooden structure in FIG. 1; 図1の木造構造物の接合部の変形例を示す図である。It is a figure which shows the modification of the joint part of the wooden structure of FIG.

以下、添付図面を参照して、本発明の実施形態を詳細に説明する。なお、図面の説明において同一の要素には同一の符号を付し、重複する説明を省略する。 BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings. In the description of the drawings, the same elements are denoted by the same reference numerals, and overlapping descriptions are omitted.

図1は、本発明の実施形態に係る木造構造物の概要図である。図1は木造構造物を正面から見た図であるが、説明の便宜上、木造構造物の正面の外壁の図示を省略している。 FIG. 1 is a schematic diagram of a wooden structure according to an embodiment of the present invention. FIG. 1 is a view of the wooden structure viewed from the front, but for convenience of explanation, illustration of the front outer wall of the wooden structure is omitted.

図1に示すように、本実施形態に係る木造構造物1は、上下に複数のフロアを有する建築物であり、例えば地上三階とされる。木造構造物1の躯体は木造とされ、各フロアの柱、梁及び壁は木製部材により構成されている。木造構造物1は、一階と二階及び三階を異なる工法により構築されている。例えば、一階はラーメン工法で構築され、二階及び三階は枠組壁工法で構築されている。 As shown in FIG. 1, the wooden structure 1 according to the present embodiment is a building having a plurality of floors above and below, for example, three floors above ground. The frame of the wooden structure 1 is made of wood, and the pillars, beams and walls of each floor are made of wooden members. The wooden structure 1 is constructed by different construction methods for the first floor, the second floor, and the third floor. For example, the first floor is constructed by the Rahmen construction method, and the second and third floors are constructed by the frame wall construction method.

すなわち、一階は、柱11及び梁12を強く接合し、柱11と梁12によりフロアを支持している。つまり、一階のフロアでは、鉛直に立てられた柱11に対し水平に向けた梁12が剛接合されており、構造躯体を構成している。この柱11及び梁12は、下フロアの木製部材であり、上フロアの柱部材である縦枠21と接合される。図1では、木造構造物1の正面部分において、三本の柱11を所定間隔で配置し、柱11と柱11の間にそれぞれ梁12を接合している。このようなラーメン構造では、柱11と梁12で木造構造物1のフロアを支持するので、筋交いや耐力壁の設置を省略でき、フロアの内部空間を広く用いることができる。 That is, on the first floor, the columns 11 and beams 12 are strongly joined, and the columns 11 and beams 12 support the floor. In other words, on the floor of the first floor, horizontally directed beams 12 are rigidly joined to vertically erected pillars 11 to form a structural framework. The pillars 11 and beams 12 are wooden members on the lower floor and are joined to vertical frames 21 that are pillar members on the upper floor. In FIG. 1, in the front part of the wooden structure 1, three pillars 11 are arranged at predetermined intervals, and beams 12 are joined between the pillars 11 and 11, respectively. In such a Rahmen structure, since the floor of the wooden structure 1 is supported by the pillars 11 and the beams 12, the installation of braces and load-bearing walls can be omitted, and the interior space of the floor can be widely used.

これに対し、二階及び三階は、床と壁を一体化させた箱型構造体によりフロアを支持している。例えば、二階及び三階は、ツーバイフォー工法により構築される。図1では、二階及び三階において、正面部分の左右方向に四つの部屋が形成されている。二階において、部屋の角部に縦枠21が設置されている。この縦枠21は、壁の一部を構成する柱部材であって鉛直方向に向けて設けられている。角部の縦枠21から壁面に沿って内側に縦枠21が設けられている。内側の縦枠21は耐力壁を形成するための部材であり、例えば所定の間隔をおいて二本設けられる。なお、この内側の縦枠21は、壁の構造などに応じて一本又は三本以上設けられる場合もある。角部の縦枠21及び内側の縦枠21に対し板材を取り付けることにより、耐力壁が形成される。三階において、部屋の角部に縦枠31が設置されている。この縦枠31は、壁の一部を構成する柱部材であって鉛直方向に向けて設けられている。角部の縦枠31から壁面に沿って内側に縦枠31が設けられている。内側の縦枠31は耐力壁を形成するための部材であり、例えば所定の間隔をおいて二本設けられる。なお、この内側の縦枠31は、壁の構造などに応じて一本又は三本以上設けられる場合もある。角部の縦枠31及び内側の縦枠31に対し板材を取り付けることにより、耐力壁が形成される。このように二階及び三階を枠組壁工法により構築することにより、短工期及び低コストでフロアを構築することができる。 On the other hand, on the second and third floors, the floors are supported by a box-shaped structure in which the floor and walls are integrated. For example, the second and third floors are constructed by the two-by-four construction method. In FIG. 1, four rooms are formed in the left-right direction of the front part on the second and third floors. On the second floor, a vertical frame 21 is installed at the corner of the room. The vertical frame 21 is a column member forming part of the wall and is provided in the vertical direction. A vertical frame 21 is provided inside along the wall surface from the vertical frame 21 at the corner. The inner vertical frame 21 is a member for forming a load-bearing wall, and for example, two vertical frames 21 are provided at a predetermined interval. One or three or more inner vertical frames 21 may be provided depending on the structure of the wall. A load-bearing wall is formed by attaching plate materials to the vertical frames 21 at the corners and the vertical frames 21 on the inner side. On the third floor, a vertical frame 31 is installed at the corner of the room. The vertical frame 31 is a column member forming part of the wall and is provided in the vertical direction. A vertical frame 31 is provided inside along the wall surface from the vertical frame 31 at the corner. The inner vertical frame 31 is a member for forming a load-bearing wall, and for example, two vertical frames 31 are provided at a predetermined interval. One or three or more inner vertical frames 31 may be provided depending on the structure of the wall. A load-bearing wall is formed by attaching plate materials to the vertical frames 31 at the corners and the vertical frames 31 on the inner side. By constructing the second and third floors by the frame wall construction method in this way, the floors can be constructed in a short construction period and at low cost.

木造構造物1において、一階の柱11は、二階及び三階の縦枠21と比べて太く断面積の大きいものが用いられる。一階の柱11の設置本数は、二階及び三階の縦枠21の設置本数と比べて少ない。このため、一階のフロアを広い空間とすることができる。一階の柱11の上方には、二階の縦枠21が設置される構造となっている。これにより、柱11と縦枠21の接合強度を高めることができる。 In the wooden structure 1, the pillars 11 on the first floor are thicker and have a larger cross-sectional area than the vertical frames 21 on the second and third floors. The number of pillars 11 installed on the first floor is smaller than the number of vertical frames 21 installed on the second and third floors. Therefore, the first floor can be made into a large space. The vertical frame 21 of the second floor is installed above the pillar 11 of the first floor. Thereby, the joint strength between the pillar 11 and the vertical frame 21 can be increased.

図2は、木造構造物の接合部の説明図である。図3は、図2のIII-IIIにおける木造構造物の接合部分の断面図である。 FIG. 2 is an explanatory diagram of a joint of a wooden structure. FIG. 3 is a cross-sectional view of a joint portion of the wooden structure along III-III in FIG.

図2に示すように、上フロアの縦枠21と下フロアの木製部材は接合部4により接合されている。例えば、二階の縦枠21と一階の柱11は、接合部4により接合されている。一階と二階は、異なる工法により構築されており、柱部材の太さが異なっている。このため、公知の金具で接合するのは必ずしも適切ではない。また、図3に示すように、二階の柱部材の水平断面積S21は、一階の柱11の水平断面積S11と比べて小さい。二階の柱部材は、例えば複数の縦枠21を結合して形成される。図3では三つの縦枠21を結合して柱部材としている。また、柱部材として、水平断面積S21となる一本の集成材を用いてもよい。このような場合に、上下で断面積の異なる柱部材を適切に接合するのは難しい。しかしながら、本実施形態に係る木造構造物1では、この点を考慮して柱11と縦枠21を強固に接合している。 As shown in FIG. 2, the vertical frame 21 of the upper floor and the wooden member of the lower floor are joined by joints 4 . For example, the vertical frame 21 on the second floor and the pillar 11 on the first floor are joined by the joining portion 4 . The first and second floors were built using different construction methods, and the thickness of the pillar members is different. For this reason, it is not always appropriate to join with known metal fittings. Further, as shown in FIG. 3, the horizontal cross-sectional area S21 of the column member on the second floor is smaller than the horizontal cross-sectional area S11 of the column 11 on the first floor. The pillar member of the second floor is formed by connecting a plurality of vertical frames 21, for example. In FIG. 3, three vertical frames 21 are combined to form a column member. Further, as the column member, a single laminated lumber having the horizontal cross-sectional area S21 may be used. In such a case, it is difficult to properly join column members having different cross-sectional areas at the top and bottom. However, in the wooden structure 1 according to this embodiment, the pillars 11 and the vertical frames 21 are firmly joined in consideration of this point.

図2において、接合部4は、棒状部材41及び上部取付部材42を備えている。棒状部材41は、下フロアの柱11に取り付けられる部材であって、例えば外周面にネジ溝を形成した金属製の棒体が用いられる。また、棒状部材41としては、上部の外周面にネジ溝を形成し下部の外周面に異形鉄筋のような凹凸を形成した棒体であってもよい。棒状部材41は、柱11の上面11aから鉛直に柱11内に挿入されている。例えば、柱11には、上面11aから鉛直に穿孔される挿入孔111が形成される。この挿入孔111は、上面11aにおいて上方に縦枠21が配置されない位置に形成されている。この挿入孔111に棒状部材41が挿入され、挿入孔111の内面と棒状部材41の外面の間に接着剤44が注入され硬化させられる。これにより、柱11に対し棒状部材41が固定される。接着剤44は、例えばエポキシ樹脂が用いられる。接着剤44の注入は、例えば、柱11において挿入孔111とは別に穿孔される注入孔を通じて接着剤44を挿入孔111内に注入して行われる。 In FIG. 2 , the joint 4 includes a rod-like member 41 and an upper mounting member 42 . The rod-like member 41 is a member attached to the pillar 11 of the lower floor, and is, for example, a metal rod having a screw groove formed on its outer peripheral surface. Alternatively, the rod-like member 41 may be a rod having a screw groove formed on the outer peripheral surface of the upper portion and irregularities such as a deformed reinforcing bar formed on the outer peripheral surface of the lower portion. The rod-like member 41 is vertically inserted into the column 11 from the upper surface 11a of the column 11 . For example, the pillar 11 is formed with an insertion hole 111 vertically drilled from the upper surface 11a. The insertion hole 111 is formed at a position where the vertical frame 21 is not arranged on the upper surface 11a. A rod-shaped member 41 is inserted into the insertion hole 111, and an adhesive 44 is injected between the inner surface of the insertion hole 111 and the outer surface of the rod-shaped member 41 and hardened. Thereby, the rod-shaped member 41 is fixed to the column 11 . An epoxy resin, for example, is used for the adhesive 44 . The adhesive 44 is injected, for example, by injecting the adhesive 44 into the insertion hole 111 through an injection hole drilled separately from the insertion hole 111 in the column 11 .

上部取付部材42は、上フロアの柱部材である縦枠21に取り付けられる部材である。この上部取付部材42は、例えば、板状を呈し縦枠21に固定される背板部421及び背板部421から垂直に伸びる締結部422を有している。背板部421は、固定具を貫通させる孔が複数形成され、ボルト及びナットやビスなどの固定具を水平方向に挿通させて縦枠21に固定される。 The upper attachment member 42 is a member attached to the vertical frame 21 which is a column member of the upper floor. The upper mounting member 42 has, for example, a plate-shaped back plate portion 421 fixed to the vertical frame 21 and a fastening portion 422 extending vertically from the back plate portion 421 . The back plate portion 421 is fixed to the vertical frame 21 by having a plurality of holes through which fasteners are passed, and horizontally inserting fasteners such as bolts, nuts, and screws.

締結部422は、例えば背板部421の下部から水平に伸び、開口423を通じて棒状部材41の上部を貫通させている。開口423は、締結部422に形成される孔であり、上下に締結部422を貫通しており、棒状部材41を挿通可能な大きさで形成されている。締結部422から上方へ突出する棒状部材41に座金プレート45及びナット43を装着して締結することにより、棒状部材41と上部取付部材42が結合され、接合部4を通じて柱11と縦枠21が強固に接合される。なお、縦枠21は、下枠23及び床合板24を介して柱11と接合されている。床合板24は、二階の床部を構成する板材である。下枠23は、上フロアの壁の一部を構成する枠部材であり、壁の下部に水平方向に向けて設けられている。なお、縦枠21は、下枠23及び床合板24を介さずに直接に柱11と当接させて接合される場合もある。 The fastening portion 422 extends horizontally from the lower portion of the back plate portion 421 , for example, and penetrates the upper portion of the rod-like member 41 through the opening 423 . The opening 423 is a hole formed in the fastening portion 422 , vertically penetrating the fastening portion 422 , and having a size such that the rod-shaped member 41 can be inserted through the opening 423 . By attaching and fastening the washer plate 45 and the nut 43 to the rod-shaped member 41 protruding upward from the fastening portion 422 , the rod-shaped member 41 and the upper mounting member 42 are coupled, and the pillar 11 and the vertical frame 21 are connected through the joint portion 4 . Strongly bonded. In addition, the vertical frame 21 is joined to the pillar 11 via the lower frame 23 and the floor plywood 24 . The floor plywood 24 is a plate material that constitutes the floor of the second floor. The lower frame 23 is a frame member forming part of the wall of the upper floor, and is provided in the lower part of the wall in the horizontal direction. In some cases, the vertical frame 21 is directly abutted and joined to the pillar 11 without the lower frame 23 and the floor plywood 24 interposed therebetween.

また、接合部4には補強板424が設けられている。補強板424は、断面L型を呈する背板部421及び締結部422の側部に結合される板材であり、例えば三角形状に形成され、背板部421及び締結部422の左右両側に設けられる。補強板424は、ナット43の締結時に背板部421及び締結部422の変形を抑制する。なお、図2では、締結部422は板状を呈しているが、背板部421に接続され上下方向に貫通する開口423を形成していれば、締結部422はブロック状、リング状など板状以外の形状であってもよい。 Further, a reinforcing plate 424 is provided at the joint portion 4 . The reinforcing plate 424 is a plate material coupled to the side portions of the back plate portion 421 and the fastening portion 422 having an L-shaped cross section, and is formed, for example, in a triangular shape, and is provided on both left and right sides of the back plate portion 421 and the fastening portion 422. . The reinforcing plate 424 suppresses deformation of the back plate portion 421 and the fastening portion 422 when the nut 43 is fastened. In FIG. 2, the fastening portion 422 has a plate-like shape. It may be in a shape other than the shape.

図4、図5及び図6は、接合部の別態様又は変形例の説明図である。 4, 5 and 6 are explanatory diagrams of another mode or modification of the joint.

図2では柱11と縦枠21を一つの接合部4を用いて接合する場合について説明したが、複数の接合部4を用いて接合を行う場合もある。例えば、図4に示すように、一つの縦枠21に対し二つの接合部4を取り付け、縦枠21と柱11の接合を行う場合もある。二つの接合部4は、断面矩形の縦枠21の集合体の隣り合う側面にそれぞれ取り付けられ、縦枠21から壁部が延びる方向の側面に取り付けられる。このように接合部4を取り付けることにより、接合部4が壁体などの躯体の外部に露出しない。このため、内装設計及び内装工事がしやすくなる。また、接合部4の設置位置や仕様は、構造計算により決定すればよい。例えば、図1では、二階の部屋の正面の壁において、各部屋に二つずつ接合部4を設置する場合について図示しているが、構造計算よって接合部4の設置数を増減させる場合もある。 Although FIG. 2 illustrates the case where the column 11 and the vertical frame 21 are joined using one joint portion 4, there are cases where a plurality of joint portions 4 are used for joining. For example, as shown in FIG. 4, two joints 4 may be attached to one vertical frame 21 to join the vertical frame 21 and the pillar 11 together. The two joints 4 are attached to adjacent side surfaces of the assembly of the vertical frames 21 having a rectangular cross section, and are attached to the side surfaces in the direction in which the walls extend from the vertical frame 21 . By attaching the joint portion 4 in this way, the joint portion 4 is not exposed to the outside of the frame such as the wall. This facilitates interior design and interior construction. Moreover, the installation position and specifications of the joint 4 may be determined by structural calculation. For example, FIG. 1 illustrates the case where two joints 4 are installed in each room on the front wall of the room on the second floor, but the number of joints 4 installed may be increased or decreased depending on structural calculations. .

図2では、上フロアの角部の縦枠21と下フロアの柱11を接合する場合について説明したが、接合部4を用いて上フロアの内側の縦枠21と下フロアの梁12を接合してもよい。例えば、図5に示すように、内側の縦枠21に上部取付部材42を取り付け、梁12に棒状部材41を取り付け、ナット43を棒状部材41の上部に締結して、上フロアの内側の縦枠21と下フロアの梁12を接合してもよい。 In FIG. 2, the case where the vertical frame 21 at the corner of the upper floor and the column 11 on the lower floor are joined has been described, but the joint 4 is used to join the vertical frame 21 on the inner side of the upper floor and the beam 12 on the lower floor. You may For example, as shown in FIG. 5, the upper mounting member 42 is attached to the inner vertical frame 21, the rod-shaped member 41 is attached to the beam 12, the nut 43 is fastened to the upper part of the rod-shaped member 41, and the inner vertical frame of the upper floor is installed. The frame 21 and the beam 12 of the lower floor may be joined.

また、この場合、図6に示すように、断面矩形の内側の縦枠21の平行する二つ側面にそれぞれ接合部4を取り付けてもよい。二つの接合部4は、縦枠21から壁部が延びる方向の側面に取り付けられる。このように接合部4を取り付けることにより、接合部4が壁体などの躯体の外部に露出せず、内装や外装の設計がしやすくなり、内装工事や外装工事がしやすくなる。なお、図2、図5及び図6では、木造構造物1の表面側の外側部分における下フロアの木製部材と上フロアの柱部材の接合について説明しているが、この下フロアの木製部材と上フロアの柱部材の接合は、木造構造物1の内側部分における下フロアの木製部材と上フロアの柱部材の接合についても行われる。 In this case, as shown in FIG. 6, the joints 4 may be attached to two parallel side surfaces of the vertical frame 21 on the inner side of the rectangular cross section. The two joints 4 are attached to the side surfaces in the direction in which the walls extend from the vertical frame 21 . By attaching the joints 4 in this way, the joints 4 are not exposed to the outside of the building frame such as the wall, which facilitates interior and exterior design and facilitates interior construction and exterior construction. 2, 5 and 6 illustrate the joining of the wooden members of the lower floor and the column members of the upper floor in the outer portion of the surface side of the wooden structure 1. The joining of the column members of the upper floor is also performed for the joining of the wooden members of the lower floor and the column members of the upper floor in the inner portion of the wooden structure 1 .

図1において、二階と三階の接合は、公知のツーバイフォー工法により行うことができる。例えば、平板状の金具や平板を屈曲して形成した金具などを用い、これらの金具を接合箇所に取り付けて壁部及び床部を接合して一体化させればよい。 In FIG. 1, the joining of the second floor and the third floor can be performed by a known two-by-four construction method. For example, flat metal fittings or metal fittings formed by bending a flat plate may be used, and these metal fittings may be attached to joints to join and integrate the wall and floor.

次に、本実施形態に係る木造構造物1の接合構造について説明する。 Next, the joint structure of the wooden structure 1 according to this embodiment will be described.

一般に、ツーバイフォー工法などの枠組壁工法により構造物を構築した場合、フロアの内部空間を広く用いることが難しい。フロアの壁部が構造躯体となり、壁具の設置を省略することができないからである。しかしながら、上下に複数のフロアを有する構造物において、一階にロビーや駐車場を設けたい場合がある。このような場合、一階を枠組壁工法で構築することができない。このため、一階を鉄骨造、RC造又はSRC造として十分な強度を有する躯体を構成して、一階のフロアを広い内部空間を形成することが考えられる。 In general, when a structure is constructed by a frame wall construction method such as a two-by-four construction method, it is difficult to use the interior space of the floor widely. This is because the walls of the floor serve as the structural framework, and the installation of wall fittings cannot be omitted. However, in a structure having a plurality of floors above and below, there are cases where it is desired to provide a lobby or a parking lot on the first floor. In such a case, the first floor cannot be constructed by the frame wall construction method. For this reason, it is conceivable that the first floor is made of steel, RC, or SRC to form a framework having sufficient strength and to form a wide interior space on the floor of the first floor.

ところが、鉄骨造、RC造又はSRC造を用いると建設コストが高くなる。このため、低コストで広い内部空間を形成できるような工法の開発が望まれていた。ここで、木造ラーメン構造を用いて一階を構築することが考えられるが、一階の木造躯体と二階の躯体との接合手法が確立されておらず、一階と二階を強固に接合することが困難であった。そこで、本実施形態に係る木造構造物1では、接合部4を用いて二階の柱部材と一階の木造部材を接合することにより、上フロアの柱部材と下フロアの木製部材を強固に接合している。 However, the use of steel frame construction, RC construction or SRC construction increases the construction cost. Therefore, it has been desired to develop a construction method capable of forming a wide internal space at low cost. Here, it is conceivable to construct the first floor using a wooden Rahmen structure, but the method of joining the wooden framework of the first floor and the framework of the second floor has not been established, and it is difficult to firmly connect the first and second floors. was difficult. Therefore, in the wooden structure 1 according to the present embodiment, the column members on the second floor and the wooden members on the first floor are joined using the joints 4, thereby firmly joining the column members on the upper floor and the wooden members on the lower floor. is doing.

例えば、図2に示すように、接合部4は、棒状部材41を一階の柱11に取り付け、上部取付部材42を二階の縦枠21に取り付け、棒状部材41と上部取付部材42を結合することによって、二階の縦枠21と一階の柱11を接合する。このとき、棒状部材41は、柱11の上面11aから柱11内へ挿入されて固定される。このため、柱11に対する縦枠21の上方への引抜耐力が強いものとなる。 For example, as shown in FIG. 2, the joint part 4 attaches a rod-shaped member 41 to the pillar 11 of the first floor, attaches an upper mounting member 42 to the vertical frame 21 of the second floor, and joins the rod-shaped member 41 and the upper mounting member 42. Thus, the vertical frame 21 on the second floor and the pillar 11 on the first floor are joined. At this time, the rod-shaped member 41 is inserted into the column 11 from the upper surface 11a of the column 11 and fixed. Therefore, the vertical frame 21 has a strong pull-out resistance against the column 11 .

上部取付部材42は二階の縦枠21の側面に取り付けられることとなるが、上部取付部材42の取付位置及び棒状部材41の挿入位置を二階の壁部の設置範囲内とすることにより、二階の躯体から接合部4が露出することなく接合を行うことができる。このため、内装や外装の工事が行いやすいものとなる。 The upper mounting member 42 is attached to the side surface of the vertical frame 21 on the second floor. The joining can be performed without exposing the joining portion 4 from the frame. For this reason, it becomes easy to carry out the construction of the interior and exterior.

以上説明したように、本実施形態に係る木造構造物1によれば、下フロアの木製部材(柱11、梁12)の上面に対し鉛直に棒状部材41を挿入し、上フロアの柱部材(縦枠21)の側面に上部取付部材42を取り付け、棒状部材41の上部と上部取付部材42を締結して下フロアの木製部材と上フロアの柱部材を接合している。このため、上フロアの柱部材と下フロアの木製部材を強固に接合することができる。 As described above, according to the wooden structure 1 according to the present embodiment, the rod-shaped member 41 is inserted perpendicularly to the upper surface of the wooden members (pillars 11 and beams 12) of the lower floor, and the column members ( An upper mounting member 42 is attached to the side surface of the vertical frame 21), and the upper part of the rod-shaped member 41 and the upper mounting member 42 are fastened to join the wooden member of the lower floor and the column member of the upper floor. Therefore, the column member of the upper floor and the wooden member of the lower floor can be firmly joined.

例えば、上フロアの柱部材の断面が下フロアの木製部材の断面より小さい場合であっても、棒状部材41を上フロアの柱部材と平行に配置して上フロアの柱部材と下フロアの木製部材を強固に接合することができる。 For example, even if the cross section of the pillar member of the upper floor is smaller than the cross section of the wooden member of the lower floor, the rod-shaped member 41 is arranged in parallel with the pillar member of the upper floor so that the pillar member of the upper floor and the wooden member of the lower floor can be connected. The members can be firmly joined.

また、本実施形態に係る木造構造物1によれば、上フロアの柱部材の水平断面積S21が下フロアの木製部材の水平断面積S11より小さいことにより、下フロアの木製部材の接合面において上フロアの柱部材が当接しない箇所に棒状部材41を挿入させて接合部4を設けることができる。これにより、棒状部材41を上フロアの柱部材と平行に配置して上フロアの柱部材と下フロアの木製部材を強固に接合することができる。 Further, according to the wooden structure 1 according to the present embodiment, since the horizontal cross-sectional area S21 of the column member of the upper floor is smaller than the horizontal cross-sectional area S11 of the wooden member of the lower floor, the joint surface of the wooden member of the lower floor The joint portion 4 can be provided by inserting the rod-shaped member 41 into a portion where the column member of the upper floor does not abut. As a result, the bar member 41 can be arranged in parallel with the column member of the upper floor to firmly join the column member of the upper floor and the wooden member of the lower floor.

また、本実施形態に係る木造構造物1によれば、二階のフロアは、一階のフロアと異なる工法により構築されている。この場合、工法の違いによって一階の柱11と二階の柱部材の断面積が異なっていても、棒状部材41を二階の柱部材と平行に配置して、二階の柱部材と一階の木製部材を強固に接合することができる。 Moreover, according to the wooden structure 1 according to the present embodiment, the second floor is constructed by a construction method different from that of the first floor. In this case, even if the cross-sectional areas of the pillars 11 on the first floor and the pillar members on the second floor differ due to differences in construction methods, the rod-shaped members 41 are arranged in parallel with the pillar members on the second floor, and the pillar members on the second floor and the wooden members on the first floor are arranged. The members can be firmly joined.

また、本実施形態に係る木造構造物1によれば、二階が枠組壁工法により構築され、一階が木造ラーメン工法により構築されている。この場合、工法の違いによって一階の柱11と二階の柱部材の断面積が異なっていても、二階の柱部材と一階の柱11を強固に接合することができる。 Further, according to the wooden structure 1 according to the present embodiment, the second floor is constructed by the frame wall construction method, and the first floor is constructed by the wooden frame construction method. In this case, even if the first-floor column 11 and the second-floor column member have different cross-sectional areas due to differences in construction methods, the second-floor column member and the first-floor column member 11 can be firmly joined.

なお、上述した実施形態は、本発明に係る木造構造物の一例を説明したものであり、本発明に係る接合構造体は、本実施形態に記載したものに限定されるものではない。本発明に係る接合構造体は、各請求項に記載した発明の要旨を逸脱しない範囲で本実施形態に係る接合構造体を変形し、または他のものに適用したものであってもよい。 In addition, the above-described embodiment describes an example of the wooden structure according to the present invention, and the joint structure according to the present invention is not limited to the one described in this embodiment. The joint structure according to the present invention may be obtained by modifying the joint structure according to the present embodiment or applying it to other objects without departing from the scope of the invention described in each claim.

例えば、上述した実施形態では、接合部4として、上部取付部材42を縦枠21の側面に取り付けるタイプのものを用いているが、上フロアの柱部材に取り付け可能な上部取付部材42を備えていれば、それ以外のタイプの接合部4を用いてもよい。例えば、上部取付部材42として、上フロアの柱部材に対し下面から上方に向けて柱部材内へ挿入される筒状又は板状の挿入部材を有し、この挿入部材に対し柱部材の側面から水平方向に挿通され挿入部材を貫通して固定する棒状の固定具を有する接合部4であってもよい。この場合、挿入部材は、下フロアの柱部材に取り付けられる棒状部材41と締結されることで、接合部4によって上フロアの柱部材と下フロアの木製部材を強固に接合することができる。 For example, in the above-described embodiment, the joint portion 4 is of a type in which the upper mounting member 42 is attached to the side surface of the vertical frame 21, but the upper mounting member 42 that can be attached to the pillar member of the upper floor is provided. Other types of joints 4 may be used if desired. For example, the upper mounting member 42 has a cylindrical or plate-like insertion member that is inserted upward into the column member of the upper floor from the bottom surface. The joint portion 4 may have a rod-like fixing member that is inserted horizontally and penetrates the insertion member to fix it. In this case, the insertion member is fastened to the rod-shaped member 41 attached to the pillar member of the lower floor, so that the pillar member of the upper floor and the wooden member of the lower floor can be firmly joined by the joint portion 4 .

また、上述した実施形態では、一階を木造ラーメン工法により構築し、二階及び三階を枠組壁工法により構築する場合について説明したが、本発明に係る木造構造物は二階及び三階を枠組壁工法以外の工法で構築してもよい。例えば、一階を木造ラーメン工法により構築し、二階及び三階を在来工法や金物工法により構築してもよい。この場合においても、上述した実施形態と同様な作用効果を得ることができる。例えば、二階及び三階を在来工法により構築する場合、縦枠21に代えてより太い柱部材が用いられる。また、図2において、下枠23の設置が不要となる。 In the above-described embodiment, the first floor is constructed by the wooden frame construction method, and the second and third floors are constructed by the frame wall construction method. Construction methods other than construction methods may be used. For example, the first floor may be constructed by the wooden frame construction method, and the second and third floors may be constructed by conventional construction methods or hardware construction methods. Also in this case, the same effect as the embodiment described above can be obtained. For example, when constructing the second and third floors by conventional construction methods, thicker column members are used instead of the vertical frames 21 . Also, in FIG. 2, installation of the lower frame 23 becomes unnecessary.

また、上述した実施形態では三階建ての木造構造物1について説明したが、本発明に係る木造構造物は、二階建て、又は四階以上のフロアを有する構造物に適用してもよい。このような場合であっても、上述した実施形態と同様な作用効果を得ることができる。 Moreover, although the three-story wooden structure 1 has been described in the above-described embodiment, the wooden structure according to the present invention may be applied to a two-story structure or a structure having four or more floors. Even in such a case, it is possible to obtain the same effect as the embodiment described above.

1…木造構造物、4…接合部、11…柱(木製部材)、11a…上面、12…梁(木製部材)、21…縦枠(柱部材)、23…下枠、24…床合板、31…縦枠、41…棒状部材、42…上部取付部材、43…ナット、44…接着剤、45…座金プレート、111…挿入孔、421…背板部、422…締結部、423…開口、424…補強板、S11…水平断面積、S21…水平断面積。 DESCRIPTION OF SYMBOLS 1... Wooden structure, 4... Joint part, 11... Column (wooden member), 11a... Upper surface, 12... Beam (wooden member), 21... Vertical frame (pillar member), 23... Bottom frame, 24... Floor plywood, 31... Vertical frame, 41... Rod-shaped member, 42... Upper mounting member, 43... Nut, 44... Adhesive, 45... Washer plate, 111... Insertion hole, 421... Back plate part, 422... Fastening part, 423... Opening, 424... Reinforcing plate, S11... Horizontal sectional area, S21... Horizontal sectional area.

Claims (4)

上下に複数のフロアを有する木造構造物において、
上フロアの柱部材と下フロアの柱部材とを接合する接合部を備え、
前記接合部は、前記下フロアの柱部材の上面に対し鉛直に挿入されて前記下フロアの柱部材に取り付けられる棒状部材、及び、前記上フロアの柱部材に取り付けられ前記棒状部材の上部と締結される上部取付部材を備える、
木造構造物。
In a wooden structure with multiple floors above and below,
A joint for joining the column member of the upper floor and the column member of the lower floor,
The joint portion includes a rod-shaped member inserted vertically into the upper surface of the column member of the lower floor and attached to the column member of the lower floor, and a column member of the upper floor and fastened to the upper part of the rod-shaped member. comprising an upper mounting member that is
wooden structure.
前記上フロアの柱部材の水平断面積は、前記下フロアの柱部材の水平断面積より小さい、
請求項1に記載の木造構造物。
The horizontal cross-sectional area of the column member of the upper floor is smaller than the horizontal cross-sectional area of the column member of the lower floor,
A wooden structure according to claim 1.
前記上フロアは、前記下フロアと異なる工法により構築されている、
請求項1又は2に記載の木造構造物。
The upper floor is constructed by a construction method different from that of the lower floor,
The wooden structure according to claim 1 or 2.
前記上フロアは、枠組壁工法により構築され、
前記下フロアは、ラーメン工法により構築されている、
請求項1~3のいずれか一項に記載の木造構造物。
The upper floor is constructed by a frame wall construction method,
The lower floor is constructed by a rigid frame construction method,
A wooden structure according to any one of claims 1 to 3.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09100576A (en) * 1995-10-06 1997-04-15 Seiichi Kosaka Method for joining end section of column for wooden framework technique
JP2008019584A (en) * 2006-07-11 2008-01-31 Grand Data Kk Framework reinforcing structure between pole and horizontal member
JP2015068113A (en) * 2013-09-30 2015-04-13 大和ハウス工業株式会社 Installation jig of upper-and-lower floor connecting member
JP2015151668A (en) * 2014-02-10 2015-08-24 株式会社カネシン Hold down metal fitting
JP2017110349A (en) * 2015-12-14 2017-06-22 清水建設株式会社 Earthquake-proof member and installation method of earthquake-proof member

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09100576A (en) * 1995-10-06 1997-04-15 Seiichi Kosaka Method for joining end section of column for wooden framework technique
JP2008019584A (en) * 2006-07-11 2008-01-31 Grand Data Kk Framework reinforcing structure between pole and horizontal member
JP2015068113A (en) * 2013-09-30 2015-04-13 大和ハウス工業株式会社 Installation jig of upper-and-lower floor connecting member
JP2015151668A (en) * 2014-02-10 2015-08-24 株式会社カネシン Hold down metal fitting
JP2017110349A (en) * 2015-12-14 2017-06-22 清水建設株式会社 Earthquake-proof member and installation method of earthquake-proof member

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