JP6581354B2 - building - Google Patents

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JP6581354B2
JP6581354B2 JP2014258462A JP2014258462A JP6581354B2 JP 6581354 B2 JP6581354 B2 JP 6581354B2 JP 2014258462 A JP2014258462 A JP 2014258462A JP 2014258462 A JP2014258462 A JP 2014258462A JP 6581354 B2 JP6581354 B2 JP 6581354B2
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panel
wall
building
receiving
protruding portion
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JP2016118051A (en
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福田 真人
真人 福田
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Misawa Homes Co Ltd
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Misawa Homes Co Ltd
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Description

本発明は、建物に関する。 The present invention relates to a building .

柱と梁の建物躯体に外壁パネルが取り付けられるが、外壁パネルとして耐力パネルが用いられることがある。
例えば、木造建築の支柱間に耐力パネルが取り付けられ、耐力パネルを、室内側の裏面から突出する複数のL型の取付部で隣合う支柱の側面に取り付けた従来例がある(特許文献1)。
特許文献1の従来例では、耐力パネルは、室内側の裏面の両側が隣合う支柱の外面に当接されている。
An outer wall panel is attached to a building frame of columns and beams, and a load-bearing panel may be used as the outer wall panel.
For example, there is a conventional example in which a load-bearing panel is attached between pillars of a wooden building, and the load-bearing panel is attached to the side surfaces of adjacent struts with a plurality of L-shaped attachment portions protruding from the rear surface on the indoor side (Patent Document 1). .
In the conventional example of Patent Literature 1, the load-bearing panel is in contact with the outer surface of the adjacent column on both sides of the indoor back surface.

特許第3875680号公報Japanese Patent No. 3875680

特許文献1の従来例では、耐力パネルの裏面が支柱の外面に当接している構成であるため、支柱と耐力パネルとの合計の厚さが厚くなる。
支柱と耐力パネルとの合計の厚さが厚くなると、敷地に余裕がある場合には問題がないが、敷地が制限されている場合には、室内空間を狭くせざるを得ない。
In the conventional example of Patent Document 1, since the back surface of the load-bearing panel is in contact with the outer surface of the support column, the total thickness of the support column and the load-bearing panel increases.
If the total thickness of the support column and the load-bearing panel increases, there is no problem if the site has room, but if the site is restricted, the indoor space must be narrowed.

本発明の目的は、室内空間を広くできる建物を提供することにある。 An object of the present invention is to provide a building capable of widening an indoor space.

本発明の建物は、図面を参照して説明すると、互いに離れて配置された複数の軸材5,6,7と、前記軸材のうち隣合う軸材の間に取り付けられた耐力パネル9と、前記軸材の上に長手方向に沿って配置された複数の小屋壁パネルと、前記小屋壁パネルに取り付けられる屋根パネルと、を備え、前記耐力パネルは、前記軸材と対向する側面に突出部9Aを有し、前記軸材は、前記耐力パネルと対向する側面に前記突出部を受ける受材5A,6A,7Aを有し、前記突出部と前記受材の一方が室内側に配置され、前記突出部と前記受材の他方が室外側に配置され、かつ、前記突出部と前記受材とが接合され、前記軸材は、前記小屋パネルが配置される天井梁を有し、前記隣合う屋根パネルは、それぞれ互いに近接する端面から突出する受部を有し、これらの受部の下面は前記小屋壁パネルの上端面に当接する第一当接面とされ、前記端面の前記受部より下方の部分は前記小屋壁パネルの上端面と交差する側面に対向するとともに前記小屋壁パネルと前記屋根パネルとの水平方向の位置を規制する第二当接面とされることを特徴とする。 The building of the present invention will be described with reference to the drawings. A plurality of shaft members 5, 6, and 7 disposed apart from each other, and a load-bearing panel 9 attached between adjacent shaft members among the shaft members. A plurality of hut wall panels disposed along the longitudinal direction on the shaft member; and a roof panel attached to the shed wall panel, wherein the load-bearing panel projects to a side surface facing the shaft member. The shaft member has receiving members 5A, 6A, and 7A for receiving the protruding portion on the side surface facing the load-bearing panel, and one of the protruding portion and the receiving member is disposed on the indoor side. The other of the projecting portion and the receiving material is disposed on the outdoor side, the projecting portion and the receiving material are joined, and the shaft member has a ceiling beam on which the shed wall panel is disposed, The adjacent roof panels have receiving portions protruding from end surfaces adjacent to each other. And the lower surface of these receiving parts is made into the 1st contact surface which contacts the upper end surface of the said hut wall panel, and the part below the said receiving part of the said end surface is on the side surface which intersects with the upper end surface of the said shed wall panel. The second abutment surface is opposed to the hut wall panel and the horizontal position of the roof panel.

本発明では、突出部が受材に当接するまで、耐力パネルを互いに隣合う軸材の間に向けて押し込み、突出部と受材とを接合する。
ここで、受材は軸材の側面に設けられ、突出部が耐力パネルの側面に設けられているため、耐力パネルの位置決めが容易となる。しかも、軸材と耐力パネルとの合計の厚みは従来に比べて薄くなるので、室内空間自体を広くできる。その上、耐力パネルの側面に突出部を設けるため、耐力パネルとしての有効な寸法を維持することができる。
In the present invention, the load-bearing panel is pushed toward the shafts adjacent to each other until the protruding portion comes into contact with the receiving material, and the protruding portion and the receiving material are joined.
Here, since the receiving material is provided on the side surface of the shaft material and the protruding portion is provided on the side surface of the load-bearing panel, the load-bearing panel can be easily positioned. In addition, since the total thickness of the shaft member and the load-bearing panel is thinner than the conventional one, the indoor space itself can be widened. In addition, since the protrusion is provided on the side surface of the load-bearing panel, the effective dimensions as the load-bearing panel can be maintained.

本発明では、前記軸材6の互いに反対側に位置する側面に前記受材6Aが設けられ、前記耐力パネルは、前記軸材を挟んで複数が同一平面内に配置され、前記突出部と前記軸材との室内側面と室外側面との少なくとも一方が面一である構成が好ましい。
この構成は、軸材と、この軸材を挟んで両側に配置された耐力パネルとの室内側面と室外側面との少なくとも一方が面一であるため、軸材と耐力パネルとの間であっての室内側面と室外側面との少なくとも一方に段差がなくなる。室内側の段差がない場合には、軸材と耐力パネルとに連続して下地材(クロス)を貼ることができるので、建物の内装工事が容易となる。室外側の段差がない場合には、建物の外観が良好となる。
In the present invention, the receiving member 6A is provided on side surfaces of the shaft member 6 that are located on opposite sides, and a plurality of the load-bearing panels are arranged in the same plane with the shaft member interposed therebetween, A configuration in which at least one of the indoor side surface and the outdoor side surface with the shaft member is flush with each other is preferable.
In this configuration, since at least one of the indoor side surface and the outdoor side surface of the shaft member and the load-bearing panels arranged on both sides of the shaft member is flush, the shaft member and the load-bearing panel are There is no step on at least one of the indoor side surface and the outdoor side surface. When there is no level difference on the indoor side, the base material (cross) can be continuously applied to the shaft member and the load-bearing panel, so that the interior construction of the building becomes easy. When there is no step outside the building, the appearance of the building is good.

本発明では、前記突出部と前記受材とが接着剤で互いに接着されている構成が好ましい。
この構成では、現場での耐力パネルの設置工事が容易に行える。つまり、釘打ちする場合に、耐力パネルが仮固定されることになり、釘打ちしない場合、耐力パネルを軸材に容易に固定することができる。
In this invention, the structure by which the said protrusion part and the said receiving material are mutually adhere | attached with the adhesive agent is preferable.
With this configuration, the installation work of the load-bearing panel can be easily performed on site. That is, when nailing, the load-bearing panel is temporarily fixed. When not nailing, the load-bearing panel can be easily fixed to the shaft member.

本発明では、前記軸材は基礎の上に配置された土台5であり、前記土台は、前記受材の室内外方向に隣接した凹部5Bを有し、前記凹部から前記土台の前記基礎と対向する面にボルト30が取り付けられ、前記ボルトの先端部は前記基礎に係合される構成が好ましい。
この構成では、受材が設けられるボルトの位置を外しているから、大きな力がかかる受材にボルトを貫通させるための孔を形成する必要がない。そのため、耐力パネルを支持する受材の強度が低下することがないので、土台を基礎に確実に固定できる。
In the present invention, the shaft member is a base 5 disposed on a foundation, and the base has a concave portion 5B adjacent to the interior and exterior of the receiving material, and faces the foundation of the base from the concave portion. It is preferable that a bolt 30 is attached to a surface to be engaged, and a tip portion of the bolt is engaged with the foundation.
In this configuration, since the position of the bolt on which the receiving material is provided is removed, it is not necessary to form a hole for allowing the bolt to pass through the receiving material to which a large force is applied. Therefore, since the strength of the receiving material that supports the load-bearing panel does not decrease, the base can be securely fixed to the foundation.

本発明では、前記受材は室内側に配置され、前記突出部は室外側に配置される構成が好ましい。
この構成では、室外側から耐力パネルを軸材に取り付ける作業が可能となる。
In the present invention, it is preferable that the receiving material is disposed on the indoor side and the protruding portion is disposed on the outdoor side.
In this configuration, the work of attaching the load bearing panel to the shaft member from the outdoor side is possible.

本発明では、前記耐力パネルは、外壁材95を有し、前記突出部と前記軸材との室外側面とに外壁合板51を取り付け前記外壁材と前記外壁合板とが面一である構成が好ましい。
この構成では、外壁材と外壁合板との外面が面一となるので、外観が良好となる。
In the present invention, it is preferable that the load-bearing panel has an outer wall member 95, and an outer wall plywood 51 is attached to an outdoor side surface of the protruding portion and the shaft member so that the outer wall member and the outer wall plywood are flush with each other. .
In this structure, since the outer surface of an outer wall material and an outer wall plywood becomes flush | planar, an external appearance becomes favorable.

本発明の一実施形態にかかる建物の概略図。Schematic of the building concerning one Embodiment of this invention. 建物の室内外の境界部分を示す断面図。Sectional drawing which shows the boundary part inside and outside of a building. 基礎、土台及び外壁パネルの接合状態を示す断面図。Sectional drawing which shows the joining state of a foundation, a foundation, and an outer wall panel. 建物の1階と2階との境界部分を示す断面図。Sectional drawing which shows the boundary part of the 1st floor and 2nd floor of a building. 建物の2階と屋根との接合状態を示す断面図。Sectional drawing which shows the joining state of the 2nd floor of a building and a roof. 柱と外壁パネルとの接合状態を示す断面図。Sectional drawing which shows the joining state of a pillar and an outer wall panel. 外壁パネルを示すもので、(A)は水平断面図、(B)は正面図、(C)は鉛直断面図。It shows an outer wall panel, (A) is a horizontal sectional view, (B) is a front view, and (C) is a vertical sectional view. 屋根パネルと梁との接合状態を示す断面図。Sectional drawing which shows the joining state of a roof panel and a beam. 図1のIX-IX線断面図。The IX-IX sectional view taken on the line of FIG.

本発明の一実施形態を図面に基づいて説明する。
図1は本実施形態の建物の全体の概略構成を示す。
図1において、建物は、基礎1と、基礎1の上に設置された建物本体2と、建物本体2の上に設置された屋根3と、屋根3の上に設置されたデッキ4とを備えた2階建ての木造建築物である。
建物本体2は、基礎1の上に配置された複数の土台5と、これらの土台5にそれぞれ立設された柱6と、隣合う柱6を連結する梁7と、土台5の間に設けられた一階床パネル81と、隣合う梁7の間に設けられた二階床パネル82及び二階天井パネル83と、隣合う
お、建物外周部を構成する梁7は胴差しである。
本実施形態では、土台5、柱6及び梁7がそれぞれ軸材を構成する。外壁パネル9は耐力パネルである。
An embodiment of the present invention will be described with reference to the drawings.
FIG. 1 shows a schematic configuration of the entire building of this embodiment.
In FIG. 1, the building includes a foundation 1, a building body 2 installed on the foundation 1, a roof 3 installed on the building body 2, and a deck 4 installed on the roof 3. It is a two-story wooden building.
The building body 2 is provided between a plurality of bases 5 arranged on the foundation 1, pillars 6 erected on the bases 5, beams 7 connecting adjacent pillars 6, and the base 5. The first-floor floor panel 81, the second-floor floor panel 82 and the second-floor ceiling panel 83 provided between the adjacent beams 7, and the adjacent beams 7 constituting the outer peripheral portion of the building are the torso.
In the present embodiment, the base 5, the column 6 and the beam 7 each constitute a shaft material. The outer wall panel 9 is a load-bearing panel.

屋根3は、妻側に下り傾斜した傾斜屋根であって、2階部分の複数の梁7の上にそれぞれ設けられた小屋壁パネル31と、小屋壁パネル31に支持固定された屋根パネル32と、を備えている。なお、屋根パネル32は、図1で示される通り、下り傾斜方向に複数枚(図では2枚)が並んで配置されているだけでなく、水平方向(図1の紙面貫通方向)にも複数枚が並んで配置されている。
デッキ4は、屋根パネル32に設けられた複数の束41と、これらの束41に支持固定された床材42とを有する。束41は屋根パネル32に図示しない金具で固定されている。図1では、金具による束41の固定位置は隣合う屋根パネルの継ぎ目の部分であるが、本実施形態はこれに限定されるものではない。
The roof 3 is an inclined roof inclined downward toward the wife side. The roof wall panel 31 provided on each of the plurality of beams 7 on the second floor portion, and the roof panel 32 supported and fixed to the roof wall panel 31. It is equipped with. In addition, as shown in FIG. 1, the roof panel 32 is not only arranged in a plurality of rows (two in the figure) side by side in the downward inclination direction, but also in the horizontal direction (paper surface penetration direction in FIG. 1). Sheets are arranged side by side.
The deck 4 includes a plurality of bundles 41 provided on the roof panel 32 and a flooring 42 supported and fixed to these bundles 41. The bundle 41 is fixed to the roof panel 32 with a metal fitting (not shown). In FIG. 1, the fixing position of the bundle 41 by the metal fitting is a joint portion of adjacent roof panels, but the present embodiment is not limited to this.

図2から図5には本実施形態の要部が示されている。
図2において、基礎1は、フーチング1Aの上に基礎梁1Bが設けられた構造である。
基礎梁1Bの上には、断面矩形状の基礎パッキン1Cが配置されている。基礎パッキン1Cの上には土台5が配置され、土台5の上には1階と2階との境界部分の梁7が配置されている。梁7の上には、2階の天井部分を構成する梁7が配置されている。
土台5と、その直上の梁7との間、及び、上下に配置された梁7の間には、それぞれ外壁パネル9が配置されている。
2 to 5 show the main part of this embodiment.
In FIG. 2, the foundation 1 has a structure in which a foundation beam 1B is provided on a footing 1A.
A foundation packing 1C having a rectangular cross section is disposed on the foundation beam 1B. A base 5 is disposed on the base packing 1 </ b> C, and a beam 7 at the boundary between the first floor and the second floor is disposed on the base 5. On the beam 7, the beam 7 constituting the ceiling portion of the second floor is arranged.
Outer wall panels 9 are arranged between the base 5 and the beam 7 immediately above it, and between the beams 7 arranged above and below.

図3には、基礎1、土台5及び外壁パネル9の接合状態が示されている。
図3において、土台5の上に配置された外壁パネル9は、土台5と対向する下側面に断面矩形状の突出部9Aを有する。
土台5は、その長手方向が基礎梁1Bの梁長手方向(図2中紙面貫通方向)に沿って配置されており、梁長手方向と直交する断面矩形状の本体50と、外壁パネル9と対向する上側面に形成され突出部9Aを受ける断面矩形状の受材5Aと、土台5の室内側面に形成された断面矩形状の突起5Cとを有する。土台5の室外側面は、基礎1の室外側面に対して室内に向けて後退している。
FIG. 3 shows a joined state of the foundation 1, the base 5, and the outer wall panel 9.
In FIG. 3, the outer wall panel 9 disposed on the base 5 has a protruding portion 9 </ b> A having a rectangular cross section on the lower surface facing the base 5.
The base 5 is disposed along the longitudinal direction of the foundation beam 1B (the through-plane direction in FIG. 2), and the base 5 is opposed to the main body 50 having a rectangular cross section orthogonal to the longitudinal direction of the beam and the outer wall panel 9. A receiving member 5A having a rectangular cross section that is formed on the upper side surface that receives the protruding portion 9A, and a protrusion 5C having a rectangular cross section formed on the indoor side surface of the base 5. The outdoor side surface of the base 5 is retreated toward the room with respect to the outdoor side surface of the foundation 1.

突出部9Aは室外側に配置されている。突出部9Aの室外側面は土台5の室外側面と同一面にある。
受材5Aは、土台5の上面のうち中心から室内側端部にかけて形成されている。受材5Aの室内側面は土台5の室内側面と同一面にある。
受材5Aと突出部9Aとの高さ寸法は同じであり、受材5Aと突出部9Aとの室内外方向の寸法は、土台5の室内外方向の寸法と同じである。
The protruding portion 9A is disposed on the outdoor side. The outdoor side surface of the protruding portion 9 </ b> A is flush with the outdoor side surface of the base 5.
The receiving material 5 </ b> A is formed from the center to the indoor side end portion of the upper surface of the base 5. The indoor side surface of the receiving member 5 </ b> A is flush with the indoor side surface of the base 5.
The height of the receiving material 5A and the protruding portion 9A is the same, and the dimensions of the receiving material 5A and the protruding portion 9A in the indoor / outdoor direction are the same as the dimensions of the base 5 in the indoor / outdoor direction.

土台5は、受材5Aの室外方向に隣接した上面が凹部5Bとされ、凹部5Bから基礎1と対向する下面にかけてボルト30が貫通している。
ボルト30は、その先端部が基礎1に係合されており、その頭部30Aが凹部5Bに埋設されている。ボルト30は、基礎パッキン1Cを貫通している。
凹部5Bと突出部9Aの下面との間、突出部9Aと受材5Aとの側面同士の間、受材5Aと外壁パネル9の下面との間は、それぞれ図示しない接着剤で互いに接着固定されている。さらに、突出部9Aの室外側面から受材5Aにかけて、釘Bで固定されている。
In the base 5, the upper surface adjacent to the outdoor direction of the receiving material 5 </ b> A is a recess 5 </ b> B, and the bolt 30 penetrates from the recess 5 </ b> B to the lower surface facing the foundation 1.
The tip of the bolt 30 is engaged with the foundation 1, and its head 30A is embedded in the recess 5B. The bolt 30 penetrates the foundation packing 1C.
Between the recess 5B and the lower surface of the protruding portion 9A, between the side surfaces of the protruding portion 9A and the receiving material 5A, and between the receiving material 5A and the lower surface of the outer wall panel 9 are fixed to each other with an adhesive (not shown). ing. Furthermore, it fixes with the nail B from the outdoor side surface of the protrusion part 9A to the receiving material 5A.

土台5と基礎1との室外側面には外壁合板51が設けられている。
外壁合板51は、土台5の室外側面に接する第一板材511と、第一板材511の室外側に面する第二板材512とが重なった構造である。
第一板材511は、その上端部が突出部9Aの室外側面に接している。第二板材512は、その下端が第一板材511の下端より下方に延びている。第二板材512の下端部と土台5との間には水切り1Dの上端部が設けられている。水切り1Dは、その上端部が図示しない釘で土台5に留付されており、その中央部から下端部にかけて基礎パッキン1C及び基礎梁1Bの上端部の室外側を覆っている。第二板材512の室外側面は外壁パネル9の室外側面と同一面上にある。
第二板材512の上端面と外壁パネル9の下面との間には目地ガスケット90が設けられている。
An outer wall plywood 51 is provided on the outdoor side surfaces of the base 5 and the foundation 1.
The outer wall plywood 51 has a structure in which a first plate member 511 that contacts the outdoor side surface of the base 5 and a second plate member 512 that faces the outdoor side of the first plate member 511 overlap each other.
The upper end portion of the first plate member 511 is in contact with the outdoor side surface of the protruding portion 9A. The lower end of the second plate member 512 extends downward from the lower end of the first plate member 511. Between the lower end part of the 2nd board | plate material 512 and the base 5, the upper end part of the drainer 1D is provided. The upper end of the drainer 1D is fastened to the base 5 with a nail (not shown), and covers the outdoor side of the upper end of the foundation packing 1C and the foundation beam 1B from the center to the lower end. The outdoor side surface of the second plate member 512 is flush with the outdoor side surface of the outer wall panel 9.
A joint gasket 90 is provided between the upper end surface of the second plate member 512 and the lower surface of the outer wall panel 9.

一階床パネル81は、水平面内で矩形状に組み合わされた枠材8Aの上下面に面材8Bが設けられた構造である。上下の面材8Bの間には断熱材8Cが収納されている。
一階床パネル81の室外側面には、突起5Cに係合する突起80が形成されている。
突起80は、突起5Cより上方に配置されており、突起80と突起5Cとの上下方向の寸法の合計は一階床パネル81の厚さ寸法と同じである。一階床パネル81と土台5とは、必要に応じて図示しない接着剤で接着固定されている。さらに、突起80から突起5Cにかけて図示しない釘で固定されている。
突起80の上には、板状の調整材52が設けられている。調整材52は、土台5の室内側面の上部及び外壁パネル9の室内側面の下端部を覆っている。
なお、一階床パネル81の他端側の構造は、図3で示される構造と同じである。
The first floor panel 81 has a structure in which face materials 8B are provided on the upper and lower surfaces of a frame material 8A combined in a rectangular shape within a horizontal plane. A heat insulating material 8C is accommodated between the upper and lower face materials 8B.
A protrusion 80 that engages with the protrusion 5 </ b> C is formed on the outdoor side surface of the first floor panel 81.
The protrusion 80 is disposed above the protrusion 5C, and the sum of the vertical dimensions of the protrusion 80 and the protrusion 5C is the same as the thickness dimension of the first floor panel 81. The first floor panel 81 and the base 5 are bonded and fixed with an adhesive (not shown) as required. Further, it is fixed with a nail (not shown) from the protrusion 80 to the protrusion 5C.
A plate-shaped adjusting material 52 is provided on the protrusion 80. The adjusting material 52 covers the upper part of the indoor side surface of the base 5 and the lower end part of the indoor side surface of the outer wall panel 9.
The structure on the other end side of the first floor panel 81 is the same as the structure shown in FIG.

図4には建物の1階と2階との境界部分が示されている。
図4において、1階の外壁パネル9の上端部は、図3で示される外壁パネル9の下端部と同様の構造である。
梁7は、断面矩形状の本体70と、本体70の上下面にそれぞれ設けられた受材7Aと、本体70の二階床パネル82側に設けられた突起7Cとを有する。
受材7Aは、梁7の上面と下面のうちそれぞれ中心から室外側端部にかけて形成されており、その断面形状が矩形状である。
受材7Aと突出部9Aとの高さ寸法は同じであり、受材7Aと突出部9Aとの室内外方向の寸法は、梁7の室内外方向の寸法と同じである。
梁7の下端部と1階の外壁パネル9の上端部とは図示しない接着剤で互いに接着固定されている。突出部9Aの室外側面から受材7Aにかけて、釘Bで釘打ちされている。
FIG. 4 shows the boundary between the first floor and the second floor of the building.
In FIG. 4, the upper end portion of the outer wall panel 9 on the first floor has the same structure as the lower end portion of the outer wall panel 9 shown in FIG.
The beam 7 includes a main body 70 having a rectangular cross section, receiving members 7A provided on the upper and lower surfaces of the main body 70, and protrusions 7C provided on the second floor panel 82 side of the main body 70, respectively.
7 A of receiving materials are each formed from the center to the outdoor side edge part among the upper surface and lower surface of the beam 7, and the cross-sectional shape is a rectangular shape.
The height dimensions of the receiving material 7A and the protruding portion 9A are the same, and the dimensions of the receiving material 7A and the protruding portion 9A in the indoor / outdoor direction are the same as the dimensions of the beam 7 in the indoor / outdoor direction.
The lower end of the beam 7 and the upper end of the outer wall panel 9 on the first floor are bonded and fixed to each other with an adhesive (not shown). The nail B is nailed from the outdoor side surface of the protruding portion 9A to the receiving material 7A.

梁7の室外側面は、外壁パネル9の室外側面に対して室内に向けて後退している。
梁7の室外側面には外壁合板51が設けられている。外壁合板51は、梁7の室外側面に接する第一板材511と、第一板材511の室外側に面する第二板材512とが重なった構造である。
第一板材511は、その上端部と下端部とがそれぞれ突出部9Aの室外側面に接している。
第二板材512の室外側面は外壁パネル9の室外側面と同一面上にある。
The outdoor side surface of the beam 7 recedes toward the room with respect to the outdoor side surface of the outer wall panel 9.
An outer wall plywood 51 is provided on the outdoor side surface of the beam 7. The outer wall plywood 51 has a structure in which a first plate member 511 that contacts the outdoor side surface of the beam 7 and a second plate member 512 that faces the outdoor side of the first plate member 511 overlap each other.
As for the 1st board | plate material 511, the upper end part and lower end part are in contact with the outdoor side surface of 9 A of protrusion parts, respectively.
The outdoor side surface of the second plate member 512 is flush with the outdoor side surface of the outer wall panel 9.

二階床パネル82は、一階床パネル81と同じ構造である。
二階床パネル82の室外側面には突起7Cに係合する突起80が形成されている。
突起80は突起7Cより上方に配置されており、突起80と突起7Cとの上下方向の寸法の合計は二階床パネル82の厚さ寸法と同じである。二階床パネル82と梁7とは、必要に応じて図示しない接着剤で接着固定されており、さらに、図示しない釘で突起80と突起7Cとが釘打ちされている。
突起80の上には調整材52が設けられている。調整材52は、梁7の室内側面の上部及び外壁パネル9の室内側面の下端部を覆っている。
二階床パネル82と梁7との隅部には回り縁53が設けられている。
The second floor panel 82 has the same structure as the first floor panel 81.
A protrusion 80 that engages with the protrusion 7 </ b> C is formed on the outdoor side surface of the second floor panel 82.
The protrusion 80 is disposed above the protrusion 7C, and the sum of the vertical dimensions of the protrusion 80 and the protrusion 7C is the same as the thickness dimension of the second floor panel 82. The second floor panel 82 and the beam 7 are bonded and fixed with an adhesive (not shown) as necessary, and the projection 80 and the projection 7C are nailed with a nail (not shown).
An adjustment material 52 is provided on the protrusion 80. The adjusting member 52 covers the upper part of the indoor side surface of the beam 7 and the lower end part of the indoor side surface of the outer wall panel 9.
A peripheral edge 53 is provided at the corner between the second floor panel 82 and the beam 7.

図5には建物の2階と屋根との接合状態が示されている。
図5において、2階の外壁パネル9の上端部と梁7との接合構造は、図4で示される外壁パネル9の上端部と梁7との接合構造と同じである。
梁7は、断面矩形状の本体70と、本体70の下面に設けられた受材7Aと、本体70の二階天井パネル83側に設けられた突起7Cと、本体70の上面に設けられた断面矩形状の突起7Dとを有する。突起7Dは本体70の長手方向に沿って形成されている。
梁7の室外側面には外壁合板51が設けられている。外壁合板51は、第一板材511及び第二板材512を有し、第一板材511は、その上端部が突起7Dの室外側面と接し、その下端部が突出部9Aの室外側面に接している。
二階天井パネル83は、二階床パネル82と同じ構造である。
二階天井パネル83と梁7との隅部には回り縁53が設けられている。
FIG. 5 shows a joined state between the second floor of the building and the roof.
5, the joint structure between the upper end portion of the outer wall panel 9 on the second floor and the beam 7 is the same as the joint structure between the upper end portion of the outer wall panel 9 and the beam 7 shown in FIG.
The beam 7 includes a main body 70 having a rectangular cross section, a receiving member 7A provided on the lower surface of the main body 70, a protrusion 7C provided on the second floor ceiling panel 83 side of the main body 70, and a cross section provided on the upper surface of the main body 70. And a rectangular projection 7D. The protrusion 7D is formed along the longitudinal direction of the main body 70.
An outer wall plywood 51 is provided on the outdoor side surface of the beam 7. The outer wall plywood 51 includes a first plate member 511 and a second plate member 512. The first plate member 511 has an upper end portion in contact with the outdoor side surface of the protrusion 7D and a lower end portion thereof in contact with the outdoor side surface of the protruding portion 9A. .
The second-floor ceiling panel 83 has the same structure as the second-floor floor panel 82.
A peripheral edge 53 is provided at the corner between the second-floor ceiling panel 83 and the beam 7.

図6には柱と外壁パネルとの接合状態が示されている。
図6において、外壁パネル9は、柱6を挟んで同一平面内にそれぞれ配置されている。
柱6は、断面矩形状の本体60と、本体60の互いに反対側に位置する側面にそれぞれ設けられた受材6Aとを有する。
外壁パネル9は、柱6と対向する面に突出部9Aを有する。突出部9A、柱6及び外壁パネル9の室内側面は面一(同一面)であり、これらの室内側面には図示しない内装材(クロス)が貼り付けられている。
受材6Aは、柱6の室内外方向に沿った側面のうち中心から室内側端部にかけて形成されており、その断面形状が矩形状である。
FIG. 6 shows a joined state between the column and the outer wall panel.
In FIG. 6, the outer wall panels 9 are respectively disposed in the same plane with the pillar 6 interposed therebetween.
The column 6 includes a main body 60 having a rectangular cross section and receiving members 6A provided on the side surfaces of the main body 60 that are located on opposite sides.
The outer wall panel 9 has a protruding portion 9 </ b> A on the surface facing the column 6. The interior side surfaces of the projecting portion 9A, the pillar 6 and the outer wall panel 9 are flush (same surface), and an interior material (cross) (not shown) is attached to these interior side surfaces.
6 A of receiving materials are formed from the center to the indoor side edge part among the side surfaces along the indoor outdoor direction of the pillar 6, The cross-sectional shape is a rectangular shape.

受材6Aと突出部9Aとの厚み寸法(室内外方向と直交する方向の寸法)は、同じであり、受材6Aと突出部9Aとの室内外方向の合計寸法は、柱6の室内外方向の寸法と同じである。
柱6と外壁パネル9とは図示しない接着剤で互いに接着固定されている。突出部9Aの室外側面から受材6Aにかけて、釘Bで釘打ちされている。
柱6の室外側面は、外壁パネル9の室外側面に対して室内に向けて後退している。
梁7の室外側面には外壁合板51が設けられている。外壁合板51は、柱6の室外側面に接する第一板材511と、第一板材511の室外側に面する第二板材512とが重なった構造である。第一板材511は、その両側部が突出部9Aの室外側面に接している。
The thickness dimension of the receiving material 6A and the protruding portion 9A (the dimension in the direction orthogonal to the indoor / outdoor direction) is the same, and the total size in the indoor / outdoor direction of the receiving material 6A and the protruding portion 9A is It is the same as the direction dimension.
The pillar 6 and the outer wall panel 9 are bonded and fixed to each other with an adhesive (not shown). The nail B is nailed from the outdoor side surface of the protruding portion 9A to the receiving material 6A.
The outdoor side surface of the column 6 is set back toward the room with respect to the outdoor side surface of the outer wall panel 9.
An outer wall plywood 51 is provided on the outdoor side surface of the beam 7. The outer wall plywood 51 has a structure in which a first plate member 511 that contacts the outdoor side surface of the column 6 and a second plate member 512 that faces the outdoor side of the first plate member 511 overlap each other. The both sides of the 1st board | plate material 511 are in contact with the outdoor side surface of 9 A of protrusion parts.

図7には、外壁パネル9の構成が示されている。
図7において、外壁パネル9は、平面矩形状に組み合わされた枠材91と、枠材91の室内外に設けられた面材92と、面材92の間に設けられた芯材93と、枠材91、面材92及び芯材93で囲われた空間に配置された断熱材94と、室外側に位置する面材92に設けられた面状の外壁材95と、を備えている。
枠材91の外周部は、突出部9Aを備え、突出部9Aは、上部、下部、左右の側面部にそれぞれ延びて形成されている。
外壁材95の室外側の面は外壁合板51の室外側面と同一面内にある。
FIG. 7 shows the configuration of the outer wall panel 9.
In FIG. 7, the outer wall panel 9 includes a frame member 91 combined in a planar rectangular shape, a face member 92 provided inside and outside the frame member 91, and a core member 93 provided between the face members 92, A heat insulating material 94 disposed in a space surrounded by the frame material 91, the face material 92, and the core material 93, and a planar outer wall material 95 provided on the face material 92 located on the outdoor side are provided.
The outer peripheral portion of the frame member 91 includes a protruding portion 9A, and the protruding portion 9A is formed to extend to an upper portion, a lower portion, and left and right side portions.
The outer surface of the outer wall material 95 is in the same plane as the outer surface of the outer wall plywood 51.

図1、図5、図8及び図9に基づいて、屋根3の構造を説明する。
図1において、2階天井部分に位置する梁7は天井梁であり、この梁7は、棟側と、軒側と、棟と軒との間との合計5箇所に配置されている。これらの梁7にそれぞれ小屋壁パネル31が梁長手方向に沿って配置されている。
複数の小屋壁パネル31のうち互いに隣合う小屋壁パネル31に屋根パネル32の上端部と下端部とが支持されている。
The structure of the roof 3 will be described based on FIGS. 1, 5, 8 and 9.
In FIG. 1, the beams 7 positioned on the second-floor ceiling portion are ceiling beams, and these beams 7 are arranged at a total of five locations on the building side, the eaves side, and between the building and the eaves. A hut wall panel 31 is arranged on each of these beams 7 along the longitudinal direction of the beams.
The upper end portion and the lower end portion of the roof panel 32 are supported by the adjacent shed wall panels 31 among the plurality of shed wall panels 31.

軒側の小屋壁パネル31と、この小屋壁パネル31に隣接する小屋壁パネル31とに支持される屋根パネル32の構造が図5と図8とに分けて示されている。図8には、屋根パネル32と梁7との接合状態が示されている。
図5及び図8において、屋根パネル32は、平面矩形状に組み合わされた枠材320と、枠材320に設けられた下地材321と、下地材321の表面に設けられた図示しない屋根材とを備えている。
The structure of the roof panel 32 supported by the eaves-side hut wall panel 31 and the shed wall panel 31 adjacent to the shed wall panel 31 is shown in FIGS. 5 and 8 separately. FIG. 8 shows a joined state between the roof panel 32 and the beam 7.
5 and 8, the roof panel 32 includes a frame member 320 combined in a plane rectangular shape, a base member 321 provided on the frame member 320, and a roof member (not shown) provided on the surface of the base member 321. It has.

軒側に位置する枠材320には、梁7の突起7Dに係合する断面矩形状の突起322が設けられている(図5参照)。突起322は梁7の長手方向に沿って形成されている。突起322は突起7Dより上方に位置するものであり、突起322の下面が突起7Dの上面に当接する。
突起322と突起7Dとは図示しない接着剤と釘によって互いに固定されている。
棟側に位置する枠材320のうち下方には、突起323が梁7の長手方向に沿って設けられている。突起323は、断面矩形状である(図8参照)。
The frame member 320 located on the eaves side is provided with a protrusion 322 having a rectangular cross section that engages with the protrusion 7D of the beam 7 (see FIG. 5). The protrusion 322 is formed along the longitudinal direction of the beam 7. The protrusion 322 is located above the protrusion 7D, and the lower surface of the protrusion 322 contacts the upper surface of the protrusion 7D.
The protrusion 322 and the protrusion 7D are fixed to each other by an adhesive and a nail (not shown).
A projection 323 is provided along the longitudinal direction of the beam 7 below the frame member 320 located on the ridge side. The protrusion 323 has a rectangular cross section (see FIG. 8).

図8において、小屋壁パネル31は、上下に配置された枠材310と、これらの枠材310の両側に取り付けられた面材311と、下方の枠材310であって梁7と対向する下面に設けられた断面矩形状の第一突出部312とを有する。第一突出部312は梁7の長手方向に沿って形成されている。
梁7は、本体70の上面に断面矩形状の第二突出部7Eが配置され、第二突出部7Eは、釘Bで本体70に取り付けられている。第一突出部312と第二突出部7Eとは互いに係合されている。
第二突出部7Eは梁7の長手方向に沿って形成されている。第二突出部7Eの上面は小屋壁パネル31の下方の枠材310に当接され、第二突出部7Eの側面は小屋壁パネル31の第一突出部312の側面に当接されている。第一突出部312は釘Bで第二突出部7Eに取り付けられている。
棟側の屋根パネル32の突起323は、釘Bで小屋壁パネル31の上方の枠材310に固定されている。軒側の屋根パネル32の突起323は、その下面で棟側の屋根パネル32の突起323の上面に当接するものであり、突起322は釘Bで突起323に固定されている。なお、突起322と突起323とのパネル厚さ方向の寸法は屋根パネル32自体の厚さと等しい。
In FIG. 8, the hut wall panel 31 includes a frame member 310 arranged at the top and bottom, a face member 311 attached to both sides of the frame member 310, and a lower frame member 310 that faces the beam 7. And a first protrusion 312 having a rectangular cross section. The first protrusion 312 is formed along the longitudinal direction of the beam 7.
In the beam 7, a second protrusion 7 </ b> E having a rectangular cross section is disposed on the upper surface of the main body 70, and the second protrusion 7 </ b> E is attached to the main body 70 with a nail B. The first protrusion 312 and the second protrusion 7E are engaged with each other.
The second projecting portion 7E is formed along the longitudinal direction of the beam 7. The upper surface of the second protrusion 7E is in contact with the frame member 310 below the shed wall panel 31 and the side surface of the second protrusion 7E is in contact with the side surface of the first protrusion 312 of the shed wall panel 31. The first protrusion 312 is attached to the second protrusion 7E with a nail B.
The projections 323 of the roof panel 32 on the ridge side are fixed to the frame member 310 above the hut wall panel 31 with nails B. The protrusion 323 of the eaves-side roof panel 32 is in contact with the upper surface of the protrusion 323 of the ridge-side roof panel 32 at the lower surface, and the protrusion 322 is fixed to the protrusion 323 with a nail B. In addition, the dimension of the panel thickness direction of the protrusion 322 and the protrusion 323 is equal to the thickness of the roof panel 32 itself.

図9は、図1のIX-IX線に沿った断面図であり、デッキと棟に位置する梁との接合状態が示されている。
図9において、束41は、束本体411と、束本体411の上に設けられた大引412とを有する。大引412の上に床材42が配置されている。
床材42は、水平方向に隙間をもって並んで配置された複数の板材420を備える。
隣合う屋根パネル32は、それぞれ互いに近接する枠材320の端面32Eから突出する受部324を有する。受部324は、断面矩形状に形成されており、その上面は下地材321の上面と同一面とされており、その下面は端面32Eと直交している。受部324と小屋壁パネル31とは図示しない接着剤で互いに接着固定されている。そして、受部324は小屋壁パネル31の枠材310に釘Bで固定されている。
FIG. 9 is a cross-sectional view taken along the line IX-IX in FIG. 1 and shows a joined state between the deck and the beam located in the building.
In FIG. 9, the bundle 41 includes a bundle main body 411 and a large drawing 412 provided on the bundle main body 411. A flooring 42 is disposed on the large draw 412.
The flooring 42 includes a plurality of plate members 420 that are arranged side by side with a gap in the horizontal direction.
Adjacent roof panels 32 have receiving portions 324 that protrude from end surfaces 32E of frame members 320 that are adjacent to each other. The receiving portion 324 is formed in a rectangular cross section, and the upper surface thereof is flush with the upper surface of the base material 321 and the lower surface thereof is orthogonal to the end surface 32E. The receiving portion 324 and the cabin wall panel 31 are bonded and fixed to each other with an adhesive (not shown). The receiving portion 324 is fixed to the frame member 310 of the shed wall panel 31 with nails B.

隣合う屋根パネル32の受部324の先端面は互いに対向する。これらの受部324の上面は束本体411の下端面に当接される。
これらの受部324の下面は、それぞれ小屋壁パネル31の上端に配置された枠材310の上端面31Aに当接する第一当接面32Aとされる。
屋根パネル32の端面32Eの受部324より下方の部分は、小屋壁パネル31の上端面31Aと直交する側面に対向する第二当接面32Bとされる。第二当接面32Bは小屋壁パネル31と屋根パネル32との水平方向の位置を規制するものである。
The front end surfaces of the receiving portions 324 of the adjacent roof panels 32 face each other. The upper surfaces of these receiving portions 324 are in contact with the lower end surface of the bundle body 411.
The lower surfaces of the receiving portions 324 serve as first contact surfaces 32A that contact the upper end surfaces 31A of the frame members 310 disposed at the upper ends of the hut wall panels 31, respectively.
A portion of the end surface 32 </ b> E of the roof panel 32 below the receiving portion 324 is a second contact surface 32 </ b> B that faces the side surface orthogonal to the upper end surface 31 </ b> A of the cabin wall panel 31. The second contact surface 32B regulates the horizontal position of the hut wall panel 31 and the roof panel 32.

並んで配置された受部324の水平方向(図9の左右方向)の寸法と、小屋壁パネル31の水平方向(図9の左右方向)の寸法と、束本体411の水平方向(図9の左右方向)の寸法とは、それぞれ同じである。
小屋壁パネル31と梁7との接合構造は図8で示された接合構造と同じである。つまり、小屋壁パネル31の下方の枠材310であって梁7と対向する下面に第一突出部312が設けられ、第一突出部312に係合する第二突出部7Eが梁7の本体70の上面に設けられている。
The horizontal dimension (left and right direction in FIG. 9) of the receiving portions 324 arranged side by side, the horizontal dimension (left and right direction in FIG. 9) of the cabin wall panel 31, and the horizontal direction (in FIG. 9) of the bundle body 411. The dimensions in the left-right direction are the same.
The joint structure between the cabin wall panel 31 and the beam 7 is the same as the joint structure shown in FIG. That is, the first protrusion 312 is provided on the lower surface of the frame member 310 below the hut wall panel 31 and facing the beam 7, and the second protrusion 7 </ b> E that engages the first protrusion 312 is the main body of the beam 7. 70 is provided on the upper surface.

以上の構成の本実施形態では、次の作用効果を奏することができる。
(1)耐力パネルとしての外壁パネル9は、それぞれ軸材を構成する土台5、柱6、梁7と対向する側面に突出部9Aを有し、土台5、柱6、梁7は、外壁パネル9と対向する側面に突出部9Aを受ける受材5A,6A,7Aを有する。突出部9Aと受材5A,6A,7Aの一方が室内側に配置され、突出部9Aと受材5A,6A,7Aの他方が室外側に配置され、かつ、突出部9Aと受材5A,6A,7Aとが接合される。そのため、受材5A,6A,7Aは、土台5、柱6、梁7の側面に設けられ、突出部9Aが外壁パネル9の側面に設けられているので、外壁パネル9の位置決めが容易となる。土台5、柱6、梁7と外壁パネル9との合計の厚みが薄くなるので、室内空間自体を広くできる。外壁パネル9の側面に突出部9Aを設けるため、耐力パネルとしての有効な寸法を維持することができる。
In the present embodiment configured as described above, the following operational effects can be achieved.
(1) The outer wall panel 9 as a load-bearing panel has a protruding portion 9A on the side surface facing the base 5, the pillar 6 and the beam 7 constituting the shaft member, and the base 5, the pillar 6 and the beam 7 are the outer wall panels. 9 is provided with receiving members 5A, 6A, and 7A for receiving the protruding portion 9A. One of the protruding portion 9A and the receiving members 5A, 6A, and 7A is disposed on the indoor side, the other of the protruding portion 9A and the receiving members 5A, 6A, and 7A is disposed on the outdoor side, and the protruding portion 9A and the receiving materials 5A, 6A and 7A are joined. Therefore, the receiving members 5A, 6A, and 7A are provided on the side surfaces of the base 5, the columns 6, and the beams 7, and the protruding portions 9A are provided on the side surfaces of the outer wall panel 9, so that the positioning of the outer wall panel 9 is facilitated. . Since the total thickness of the base 5, the pillar 6, the beam 7 and the outer wall panel 9 is reduced, the indoor space itself can be widened. Since the protruding portion 9A is provided on the side surface of the outer wall panel 9, an effective dimension as a load-bearing panel can be maintained.

(2)柱6の互いに反対側に位置する側面に受材6Aが設けられ、外壁パネル9は、柱6を挟んで複数が同一平面内に配置され、突出部9Aと柱6との室内側面が面一(同一面)としたので、柱6と外壁パネル9との間であっての室内側面に段差がなくなる。そのため、柱6と外壁パネル9とに連続して下地材(クロス)を貼ることができるので、建物の内装工事が容易となる。 (2) A receiving member 6A is provided on the side surfaces of the pillars 6 that are opposite to each other, and a plurality of outer wall panels 9 are arranged in the same plane with the pillars 6 in between. Since they are flush with each other (same surface), there is no step on the indoor side surface between the column 6 and the outer wall panel 9. Therefore, since the base material (cross) can be continuously applied to the pillar 6 and the outer wall panel 9, the interior construction of the building becomes easy.

(3)突出部9Aと受材5A,6A,7Aとが接着剤で互いに接着されているから、現場での外壁パネル9を釘打ちする場合に、外壁パネル9が仮固定されることになり、建物の施工が容易となる。 (3) Since the protruding portion 9A and the receiving members 5A, 6A, and 7A are bonded to each other with an adhesive, the outer wall panel 9 is temporarily fixed when nailing the outer wall panel 9 in the field. Building construction will be easier.

(4)基礎1の上に配置された土台5は、受材5Aの室内外方向に隣接した凹部5Bを有し、凹部5Bにボルト30が取り付けられ、ボルト30の先端部が基礎1に係合される。そのため、受材5Aが設けられるボルト30の取付位置を外しているから、大きな力がかかる受材5Aにボルト30を貫通させるための孔を形成する必要がないため、外壁パネル9を支持する受材5Aの強度が低下することがない。 (4) The base 5 disposed on the foundation 1 has a recess 5B adjacent to the interior and exterior of the receiving material 5A, the bolt 30 is attached to the recess 5B, and the tip of the bolt 30 is related to the foundation 1. Combined. Therefore, since the mounting position of the bolt 30 on which the receiving member 5A is provided is removed, there is no need to form a hole for allowing the bolt 30 to pass through the receiving member 5A to which a large force is applied. The strength of the material 5A does not decrease.

(5)受材5A,6A,7Aは室内側に配置され、突出部9Aは室外側に配置されているので、室外側から外壁パネル9を土台5、柱6、梁7に取り付ける作業が可能となる。 (5) Since the receiving members 5A, 6A, and 7A are arranged on the indoor side and the protruding portion 9A is arranged on the outdoor side, it is possible to attach the outer wall panel 9 to the base 5, the column 6, and the beam 7 from the outdoor side. It becomes.

(6)外壁パネル9は、外壁材95を有し、突出部9Aとの室外側面とに外壁合板51を取り付ける。そして、外壁材95と外壁合板51とが面一である。そのため、外壁材95と外壁合板51との外面が面一となるので、建物の外観が良好となる。 (6) The outer wall panel 9 has the outer wall material 95, and attaches the outer wall plywood 51 to the outdoor side surface with the protrusion 9A. The outer wall material 95 and the outer wall plywood 51 are flush with each other. Therefore, the outer surface of the outer wall material 95 and the outer wall plywood 51 are flush with each other, so that the appearance of the building is improved.

(7)外壁合板51の端面と外壁パネル9の端面との間に目地ガスケット90が設けられているので、外壁合板51と外壁パネル9との間の隙間からの水の浸入を防止できる。 (7) Since the joint gasket 90 is provided between the end face of the outer wall plywood 51 and the end face of the outer wall panel 9, it is possible to prevent water from entering from the gap between the outer wall plywood 51 and the outer wall panel 9.

(8)土台5、梁7の側面にはそれぞれ突起5C,7Cが設けられ、一階床パネル81及び二階床パネル82の室外側面には、それぞれ突起5Cに係合する突起80が形成されている。そのため、一階床パネル81及び二階床パネル82を土台5や梁7に設置しやすいものとなる。 (8) Protrusions 5C and 7C are provided on the side surfaces of the base 5 and the beam 7, respectively, and protrusions 80 that engage with the protrusions 5C are formed on the outdoor side surfaces of the first floor panel 81 and the second floor panel 82, respectively. Yes. Therefore, it becomes easy to install the first floor panel 81 and the second floor panel 82 on the base 5 or the beam 7.

(9)隣合う屋根パネル32は、それぞれ互いに近接する端面32Eから突出する受部324を有し、これらの受部324の下面は小屋壁パネル31の上端面に当接する第一当接面32Aとされ、端面32Eの受部324より下方の部分は小屋壁パネル31の上端面と交差する側面に対向する第二当接面32Bとされ、第二当接面32Bは小屋壁パネル31と屋根パネル32との水平方向の位置を規制する。屋根パネル32の第一当接面32Aと第二当接面32Bとの交差部分が小屋壁パネル31の角部に当てるようにすることで、位置決めが容易に行える。しかも、第一当接面32A及び第二当接面32Bを屋根パネル32に形成することで、屋根パネル32に生じる上下方向と水平方向の力が小屋壁パネル31の水平方向に渡って伝達されることから、小屋壁パネル31に伝わった力は梁7に伝達されるので、耐震強度を大きなものにできる。 (9) Adjacent roof panels 32 have receiving portions 324 that protrude from end surfaces 32E that are close to each other, and the lower surfaces of these receiving portions 324 are the first contact surfaces 32A that contact the upper end surface of the hut wall panel 31. The portion below the receiving portion 324 of the end surface 32E is a second contact surface 32B that faces the side surface that intersects the upper end surface of the hut wall panel 31, and the second contact surface 32B is the roof wall panel 31 and the roof. The position in the horizontal direction with respect to the panel 32 is restricted. Positioning can be performed easily by causing the intersection of the first contact surface 32 </ b> A and the second contact surface 32 </ b> B of the roof panel 32 to contact the corner of the hut wall panel 31. Moreover, by forming the first contact surface 32 </ b> A and the second contact surface 32 </ b> B on the roof panel 32, the vertical and horizontal forces generated in the roof panel 32 are transmitted across the horizontal direction of the hut wall panel 31. Therefore, since the force transmitted to the hut wall panel 31 is transmitted to the beam 7, the seismic strength can be increased.

(10)受部324の上に束41が配置され、束41の上にデッキ4が配置されるから、隣合う屋根パネル32の継ぎ目に束41が設けられることになり、デッキ4の荷重が確実に梁7及び柱6に伝達される。 (10) Since the bundle 41 is arranged on the receiving portion 324 and the deck 4 is arranged on the bundle 41, the bundle 41 is provided at the joint of the adjacent roof panels 32, and the load on the deck 4 is reduced. It is reliably transmitted to the beam 7 and the column 6.

(11)受部324と小屋壁パネル31とが接着剤で互いに接着されるから現場での屋根パネル32の設置工事が容易に行える。 (11) Since the receiving portion 324 and the hut wall panel 31 are bonded to each other with an adhesive, the installation work of the roof panel 32 at the site can be easily performed.

(12)小屋壁パネル31の梁7と対向する下面に設けられた第一突出部312と、梁7の小屋壁パネル31と対向する側面に設けられた第二突出部7Eとが接合される構成であるため、小屋壁パネル31の水平方向の荷重を天井梁に確実に伝達することができる。 (12) The first protruding portion 312 provided on the lower surface of the shed wall panel 31 facing the beam 7 and the second protruding portion 7E provided on the side surface of the beam 7 facing the shed wall panel 31 are joined. Since it is a structure, the horizontal load of the hut wall panel 31 can be reliably transmitted to a ceiling beam.

なお、本発明は前述の実施形態に限定されるものではなく、本発明の目的を達成できる範囲での変形、改良等は本発明に含まれるものである。
例えば、前記実施形態では、隣合う屋根パネル32は、それぞれ端面32Eから突出する受部324を有し、これらの受部324の下面は小屋壁パネル31の上端面に当接し、屋根パネル32の端面32Eは小屋壁パネル31の側面に当接した構成としたが、本発明では、受部324を省略し、屋根パネル32の端部下側面で小屋壁パネル31の上面で当接される構成としてもよい。
It should be noted that the present invention is not limited to the above-described embodiments, and modifications, improvements, and the like within the scope that can achieve the object of the present invention are included in the present invention.
For example, in the said embodiment, the adjacent roof panel 32 has the receiving part 324 which protrudes from the end surface 32E, respectively, and the lower surface of these receiving parts 324 contact | abuts the upper end surface of the hut wall panel 31, and The end surface 32E is configured to contact the side surface of the hut wall panel 31, but in the present invention, the receiving portion 324 is omitted, and the bottom surface of the end portion of the roof panel 32 is configured to contact the upper surface of the hut wall panel 31. Also good.

前記実施形態では、外壁パネル9の突出部9Aと柱6との室内側面が面一としたが、本発明では、室外側面を面一としてもよい。この構成では、室外側の段差がないから、建物の外観が良好となる。
さらに、本発明では、突出部9Aと受材5A,6A,7Aとを接着剤を用いず、直接釘打ちする構成としてもよい。
In the said embodiment, although the indoor side surface of the protrusion part 9A of the outer wall panel 9 and the pillar 6 was flush | planar, in this invention, it is good also considering an outdoor side surface as flush. In this configuration, there is no step on the outdoor side, so the appearance of the building is good.
Furthermore, in this invention, it is good also as a structure which directly nails the protrusion part 9A and receiving material 5A, 6A, 7A, without using an adhesive agent.

1…基礎、3…屋根、4…デッキ、5…土台(軸材)、6…柱(軸材)、7…梁(軸材)、5A,6A,7A…受材、5B…凹部、9…外壁パネル(耐力パネル)、9A…突出部、30…ボルト、51…外壁合板、95…外壁材   DESCRIPTION OF SYMBOLS 1 ... Foundation, 3 ... Roof, 4 ... Deck, 5 ... Base (shaft material), 6 ... Pillar (shaft material), 7 ... Beam (shaft material), 5A, 6A, 7A ... Receiving material, 5B ... Recessed part, 9 ... outer wall panel (strength panel), 9A ... projection, 30 ... bolt, 51 ... outer wall plywood, 95 ... outer wall material

Claims (6)

互いに離れて配置された複数の軸材と、前記軸材のうち隣合う軸材の間に取り付けられた耐力パネルと、前記軸材の上に長手方向に沿って配置された複数の小屋壁パネルと、前記小屋壁パネルに取り付けられる屋根パネルと、を備え、
前記耐力パネルは、前記軸材と対向する側面に突出部を有し、前記軸材は、前記耐力パネルと対向する側面に前記突出部を受ける受材を有し、
前記突出部と前記受材の一方が室内側に配置され、前記突出部と前記受材の他方が室外側に配置され、かつ、前記突出部と前記受材とが接合され、
前記軸材は、前記小屋パネルが配置される天井梁を有し、前記隣合う屋根パネルは、それぞれ互いに近接する端面から突出する受部を有し、これらの受部の下面は前記小屋壁パネルの上端面に当接する第一当接面とされ、
前記端面の前記受部より下方の部分は前記小屋壁パネルの上端面と交差する側面に対向するとともに前記小屋壁パネルと前記屋根パネルとの水平方向の位置を規制する第二当接面とされる
ことを特徴とする建物。
A plurality of shaft members arranged apart from each other, a load-bearing panel attached between adjacent shaft members of the shaft members, and a plurality of shed wall panels arranged along the longitudinal direction on the shaft members And a roof panel attached to the shed wall panel,
The load-bearing panel has a protruding portion on a side surface facing the shaft member, and the shaft member has a receiving material that receives the protruding portion on a side surface facing the load-bearing panel,
One of the protruding portion and the receiving material is disposed on the indoor side, the other of the protruding portion and the receiving material is disposed on the outdoor side, and the protruding portion and the receiving material are joined together,
The shaft member has a ceiling beam on which the shed wall panel is disposed, and the adjacent roof panels have receiving portions that protrude from end surfaces adjacent to each other, and the lower surfaces of these receiving portions are the shed wall. The first contact surface that contacts the upper end surface of the panel,
A portion of the end surface below the receiving portion is a second contact surface that faces a side surface that intersects the upper end surface of the shed wall panel and that regulates the horizontal position of the shed wall panel and the roof panel. A building characterized by
請求項1に記載の建物において、
前記軸材の互いに反対側に位置する側面に前記受材が設けられ、前記耐力パネルは、前記軸材を挟んで複数が同一平面内に配置され、前記突出部と前記軸材との室内側面と室外側面との少なくとも一方が面一である
ことを特徴とする建物。
In the building according to claim 1,
The receiving material is provided on side surfaces of the shaft member that are opposite to each other, and a plurality of the load-bearing panels are arranged in the same plane with the shaft member interposed therebetween, and the interior side surface of the projecting portion and the shaft member A building characterized in that at least one of the outdoor side and the outdoor side is flush with each other.
請求項1又は請求項2に記載の建物において、
前記突出部と前記受材とが接着剤で互いに接着されている
ことを特徴とする建物。
In the building according to claim 1 or 2,
The building in which the protrusion and the receiving material are bonded to each other with an adhesive.
請求項1ないし請求項3のいずれか1項に記載の建物において、
前記軸材は基礎の上に配置された土台であり、前記土台は、前記受材の室内外方向に隣接した凹部を有し、前記凹部から前記土台の前記基礎と対向する面にボルトが取り付けられ、前記ボルトの先端部は前記基礎に係合される
ことを特徴とする建物。
In the building according to any one of claims 1 to 3,
The shaft member is a base disposed on a foundation, and the base has a recess adjacent to the interior and exterior of the receiving material, and a bolt is attached to the surface of the base facing the foundation from the recess. The building is characterized in that the tip of the bolt is engaged with the foundation.
請求項1ないし請求項4のいずれか1項に記載の建物において、
前記受材は室内側に配置され、前記突出部は室外側に配置される
ことを特徴とする建物。
In the building according to any one of claims 1 to 4,
The building is characterized in that the receiving material is disposed on the indoor side, and the protruding portion is disposed on the outdoor side.
請求項5に記載の建物において、
前記耐力パネルは、外壁材を有し、前記突出部と前記軸材との室外側面とに外壁合板を取り付け、前記外壁材と前記外壁合板とが面一である
ことを特徴とする建物。
In the building according to claim 5,
The building is characterized in that the load-bearing panel has an outer wall material, an outer wall plywood is attached to an outdoor side surface of the projecting portion and the shaft member, and the outer wall material and the outer wall plywood are flush with each other.
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