JP6401513B2 - Wooden building - Google Patents

Wooden building Download PDF

Info

Publication number
JP6401513B2
JP6401513B2 JP2014125425A JP2014125425A JP6401513B2 JP 6401513 B2 JP6401513 B2 JP 6401513B2 JP 2014125425 A JP2014125425 A JP 2014125425A JP 2014125425 A JP2014125425 A JP 2014125425A JP 6401513 B2 JP6401513 B2 JP 6401513B2
Authority
JP
Japan
Prior art keywords
pillars
pillar
bearing wall
load
wall
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2014125425A
Other languages
Japanese (ja)
Other versions
JP2016003516A (en
Inventor
宗政 本所
宗政 本所
孝史 寺側
孝史 寺側
健太郎 田中
健太郎 田中
Original Assignee
株式会社Ｌｉｘｉｌ住宅研究所
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 株式会社Ｌｉｘｉｌ住宅研究所 filed Critical 株式会社Ｌｉｘｉｌ住宅研究所
Priority to JP2014125425A priority Critical patent/JP6401513B2/en
Publication of JP2016003516A publication Critical patent/JP2016003516A/en
Application granted granted Critical
Publication of JP6401513B2 publication Critical patent/JP6401513B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Description

本発明は、耐震性を有する木造建築物に関する。   The present invention relates to a wooden building having earthquake resistance.

従来、大空間の部屋と大きな開口部を有する木造建築物において高い耐震性も兼ね備えることは難しい。
特許文献１には、大空間の部屋や大きな開口部を有する木造建築物において、４枚の耐力壁を四角柱状に配置した柱構造を、大きな開口部が形成された外壁と連続するように設ける技術が開示されている。 Conventionally, it is difficult to combine high earthquake resistance in a wooden building having a large space and a large opening.
In Patent Document 1, in a wooden building having a large space or a large opening, a column structure in which four load-bearing walls are arranged in a square column shape is provided so as to be continuous with an outer wall on which a large opening is formed. Technology is disclosed.

特許第４３５５２４４号公報Japanese Patent No. 4355244

ところで、木造建築物では、地震力や風圧力が作用した際のねじれを防止するために、重心と剛心とが近い位置に配置される必要がある。このため、木造建築物では、耐力壁をバランスよく配置する必要がある。   By the way, in a wooden building, in order to prevent torsion when an earthquake force or wind pressure is applied, it is necessary to arrange the center of gravity and the rigid center close to each other. For this reason, in a wooden building, it is necessary to arrange the load-bearing walls in a balanced manner.

そこで、本発明は、耐力壁をバランスよく配置することができる木造建築物を提供することを目的とする。   Then, an object of this invention is to provide the wooden building which can arrange | position a bearing wall with sufficient balance.

上記目的を達成するため、本発明に係る木造建築物は、木造軸組工法で構築され、平面視における四角形の隅部にそれぞれ配置された４本の柱と、該４本の柱のうちの隣り合う２本の柱にそれぞれ固定された４枚の構造用面材と、を有する耐力壁コアを備え、前記４本の柱のうちの隣り合う２本の第１柱は、室内と室外との境界に配置された壁部の軸線上または、室外に配置された壁部の軸線上に配置され、前記２本の第１柱以外の２本の第２柱は、前記壁部の軸線と離間する位置に配置され、前記壁部には、開口部が形成されていて、前記開口部の前記軸線に沿った方向の両側に前記耐力壁コアが隣接して設けられている、または、前記開口部の前記軸線に沿った方向の一方側に前記耐力壁コアが隣接して設けられ、他方側に前記軸線に沿った耐力壁が隣接して設けられ、前記耐力壁コアには、前記２本の第２柱の前記構造用面材が固定されている側と反対側の面に、さらに他の１枚の構造用面材が固定されていることを特徴とする。 In order to achieve the above object, a wooden building according to the present invention is constructed by a wooden frame construction method, and is arranged with four columns respectively arranged at corners of a quadrangle in a plan view, and among the four columns. Four structural face materials fixed to two adjacent pillars, respectively, and two adjacent first pillars of the four pillars are indoor and outdoor. The two second pillars other than the two first pillars are arranged on the axis of the wall part arranged on the boundary of the wall part or on the axis of the wall part arranged outdoors. It is arranged at a position to be separated , the wall is formed with an opening, and the load-bearing wall core is provided adjacent to both sides in the direction along the axis of the opening, or The load-bearing wall core is provided adjacent to one side of the opening along the axis, and the other side along the axis. The bearing wall is provided adjacently, and the bearing wall core has another structure on the surface opposite to the side on which the structural face material of the two second pillars is fixed. The face material is fixed .

本発明では、耐力壁コアの４本の柱のうちの隣り合う２つの柱と、これらの隣り合う２つの柱に固定された構造用面材とが耐力壁を構成している。
そして、４本の柱のうちの２本の第１柱が、室内と室外との境界に配置された壁部の軸線上または、室外に配置された壁部の軸線上に配置されることにより、２本の第１柱とこれらの２本の第１柱に固定された構造用面材とが構成する耐力壁を、室内と室外との境界に配置された壁部の軸線上または、室外に配置された壁部の軸線上に配置することができる。また、２本の第２柱とこれらの２本の第２柱に固定された構造用面材とが構成する耐力壁を、室内と室外との境界に配置された壁部または、室外に配置された壁部と平行に配置することができる。
また、隣り合う第１柱および第２柱と、これらの第１柱および第２柱に固定された構造用面材とが構成する耐力壁を、壁部の軸線と交差するように配置することができる。
そして、耐力壁コアを配置することにより、室内と室外との境界に配置された壁部や、室外に配置された壁部に沿って必要量の耐力壁を配置できない場合でも、これらの壁部の軸線上やこの軸線近傍に必要量の耐力壁をバランスよく配置することができる。
なお、本発明では耐力壁コアの内部については、室内とみなさないものとする。 In the present invention, two adjacent columns among the four columns of the bearing wall core and the structural face material fixed to the two adjacent columns constitute the bearing wall.
And two first pillars of the four pillars are arranged on the axis of the wall part arranged at the boundary between the room and the outdoor, or on the axis of the wall part arranged outside the room. The load-bearing wall formed by the two first pillars and the structural face material fixed to the two first pillars is on the axis of the wall portion arranged at the boundary between the room and the outdoors, or outdoors. It can arrange | position on the axis line of the wall part arrange | positioned. In addition, the load-bearing wall formed by the two second pillars and the structural face material fixed to the two second pillars is disposed on the wall portion disposed at the boundary between the room and the outdoors, or outdoors. It can arrange | position in parallel with the made wall part.
Further, the load-bearing walls formed by the adjacent first and second columns and the structural face material fixed to the first and second columns are arranged so as to intersect the axis of the wall portion. Can do.
And even if it is not possible to arrange the required amount of load-bearing walls along the wall portion arranged at the boundary between the room and the outdoor or the wall portion arranged outdoors by arranging the load-bearing wall core, these wall portions A necessary amount of bearing walls can be arranged in a well-balanced manner on or near the axis.
In the present invention, the interior of the load-bearing wall core is not considered indoors.

また、本発明に係る木造建築物では、前記壁部には、開口部が形成されていて、前記耐力壁コアには、前記２本の第２柱の前記構造用面材が固定されている側と反対側の面に、さらに他の１枚の構造用面材が固定されている。
このような構成とすることにより、２本の第２柱と、２本の第２柱の構造用面材が固定されている側と反対側の面にさら固定された他の１枚の構造用面材とが、さらに他の耐力壁を構成するため、耐力壁コアに配置される耐力壁を多くすることができる。そして、壁部に開口部が形成されていて必要量の耐力壁を配置できない場合でも、耐力壁コアを配置することにより、室内と室外との境界に配置された壁部または室外に配置された壁部の軸線上や、この近傍に耐力壁をバランスよく配置することができる。
なお、本発明において、開口部とは、サッシやドアなどの建具が設けられている開口部のみでなく、軸線を同じくし軸線方向に間隔をあけて配置された２つの壁体の間隔も含むものとする。 In the wooden building according to the present invention, an opening is formed in the wall portion, and the structural face material of the two second pillars is fixed to the load-bearing wall core. on the surface of the side opposite that additionally be another one structural surface material fixing.
By adopting such a configuration, the two second pillars and another one structure further fixed to the surface opposite to the side on which the structural face materials of the two second pillars are fixed. Since the face material further constitutes another bearing wall, the bearing walls arranged in the bearing wall core can be increased. And even when the opening is formed in the wall portion and the required amount of the load bearing wall cannot be arranged, by arranging the load bearing wall core, the wall portion is arranged on the boundary between the room and the outdoor or the outdoor wall. The bearing walls can be arranged in a well-balanced manner on or near the axis of the wall.
In the present invention, the opening includes not only an opening provided with a fitting such as a sash or a door, but also includes an interval between two wall bodies that have the same axial line and are spaced apart in the axial direction. Shall be.

また、本発明に係る木造建築物では、前記耐力壁コアには、前記２本の第１柱と前記２本の第２柱との間にそれぞれ中間柱が配置されていて、隣り合う前記中間柱には構造用面材が固定され、前記中間柱は、隣り合う前記第１柱と前記第２柱とを結ぶ線上に配置され、隣り合う前記第１柱と前記第２柱とに固定された構造用面材が前記中間柱に固定されていてもよい。
このような構成とすることにより、隣り合う中間柱と、これらの中間柱に固定された構造用面材とが耐力壁を構成することができる。 Moreover, in the wooden building which concerns on this invention, the intermediate pillar is each arrange | positioned between the said 2 1st pillar and the said 2nd 2 pillar in the said load-bearing wall core, The said intermediate | middle adjacent A structural face material is fixed to the pillar, and the intermediate pillar is disposed on a line connecting the first pillar and the second pillar adjacent to each other, and is fixed to the first pillar and the second pillar adjacent to each other. A structural face material may be fixed to the intermediate pillar .
Such By configuring the intermediate pillar adjacent, and these surfaces for fixed structures in the intermediate column member is Ru can configure the bearing wall.

本発明によれば、耐力壁コアを配置することにより、室内と室外との境界に配置された壁部または、室外に配置された壁部に沿って必要量の耐力壁を配置できない場合でも、壁部の軸線上やこの軸線近傍に必要量の耐力壁をバランスよく配置することができる。   According to the present invention, by arranging the load-bearing wall core, even when the required amount of load-bearing walls cannot be arranged along the wall portion arranged at the boundary between the room and the outdoor, or the wall portion arranged outdoors, A necessary amount of bearing walls can be arranged in a well-balanced manner on or near the axis of the wall.

本発明の第１実施形態による木造建築物の一例を示す平面図である。It is a top view which shows an example of the wooden building by 1st Embodiment of this invention. 図１の南側から見た立面図である。It is the elevation seen from the south side of FIG. 第１実施形態による耐力壁コアを説明する平面図である。It is a top view explaining the bearing wall core by a 1st embodiment. 図３の斜視図である。FIG. 4 is a perspective view of FIG. 3. 第２実施形態による木造建築物の一例を示す平面図である。It is a top view which shows an example of the wooden building by 2nd Embodiment. 第２実施形態による耐力壁コアを説明する平面図である。It is a top view explaining the bearing wall core by a 2nd embodiment. 第３実施形態による木造建築物の一例を示す平面図である。It is a top view which shows an example of the wooden building by 3rd Embodiment.

（第１実施形態）
以下、本発明の第１実施形態による木造建築物について、図１乃至図４に基づいて説明する。
図１および図２に示すように、第１実施形態による木造建築物１Ａは、２階建ての住宅で、木造軸組工法で構築されている。木造建築物１Ａは、１階および２階の南側の部分にそれぞれ大空間となる部屋１１が設けられているとともに、１階および２階の南側の室内１０Ａと室外１０Ｂとを仕切る壁部１２（以下第１壁部１２とする）に、他の東側、西側、および北側の外壁に形成されている開口部と比べて大きな開口部１３Ａが形成されている。開口部１３Ａには、それぞれサッシ１４が設けられている。 (First embodiment)
Hereinafter, the wooden building by 1st Embodiment of this invention is demonstrated based on FIG. 1 thru | or FIG.
As shown in FIGS. 1 and 2, the wooden building 1 </ b> A according to the first embodiment is a two-story house and is constructed by a wooden frame construction method. The wooden building 1A is provided with a room 11 which is a large space on the south side of the first and second floors, and a wall 12 (which separates the south side indoor 10A and the outdoor 10B on the first and second floors) ( In the following, the first wall portion 12) is formed with an opening 13A that is larger than the openings formed in the other outer walls on the east side, the west side, and the north side. A sash 14 is provided in each of the openings 13A.

本実施形態では、１階の第１壁部１２と２階の第１壁部１２とは、上下方向に重なる位置に配置されている。
そして、１階の第１壁部１２および２階の第１壁部１２は、開口部１３Ａの両側にそれぞれ第１壁体１５Ａ，１５Ａが設けられていて、１階の開口部１３Ａと２階と開口部１３Ａとが、上下方向に重なる位置に配置されているとともに、１階の第１壁体１５Ａと２階の第１壁体１５Ａとが上下方向に重なる位置に配置されている。 In this embodiment, the 1st wall part 12 of the 1st floor and the 1st wall part 12 of the 2nd floor are arrange | positioned in the position which overlaps with an up-down direction.
The first wall portion 12 on the first floor and the first wall portion 12 on the second floor are provided with first wall bodies 15A and 15A on both sides of the opening portion 13A, respectively. The first wall 15A on the first floor and the first wall 15A on the second floor are arranged at positions that overlap in the vertical direction.

そして、本実施形態による木造建築物１Ａは、第１壁体１５Ａとそれぞれ一体化した耐力壁コア２Ａを備えている。１階の耐力壁コア２Ａと２階の耐力壁コア２Ａとは、上下方向に重なる位置に配置されている。
図３および図４に示すように、耐力壁コア２Ａ，２Ａは、平面視における略正方形の隅部にそれぞれ配置された４本の柱３，３…と、４本の柱３，３…のうちの隣り合う柱３，３間に配置された４本の間柱５と、４本の柱のうちの隣り合う柱３，３およびこの隣り合う柱３，３の間の間柱５に固定された５枚の構造用面材４，４…と、を有している。 And the wooden building 1A by this embodiment is provided with the load-bearing wall core 2A each integrated with the 1st wall body 15A. The first-story bearing wall core 2A and the second-story bearing wall core 2A are arranged at positions that overlap in the vertical direction.
As shown in FIGS. 3 and 4, the load-bearing wall cores 2 </ b> A, 2 </ b> A are composed of four columns 3, 3... And four columns 3, 3. It was fixed to the four pillars 5 arranged between the neighboring pillars 3 and 3, the neighboring pillars 3 and 3 among the four pillars, and the middle pillar 5 between the neighboring pillars 3 and 3. 5 structural face materials 4, 4...

図４に示すように、１階の耐力壁コア２Ａの４本の柱３，３…は、基礎１７の上に設けられた土台１８と１階の梁材１９との間に配置されている。また、図示されていないが、２階の耐力壁コア２Ａの４本の柱３，３…は、１階の梁材１９と２階の梁材との間に配置されている。これらの柱３と土台１８、柱３と梁材との接合方法は、公知の方法で接合されている。
なお、柱３として、１階および２階に連続する通し柱を使用してもよい。 As shown in FIG. 4, the four pillars 3, 3... Of the first floor bearing wall core 2 </ b> A are disposed between the base 18 provided on the foundation 17 and the first floor beam 19. . Further, although not shown, the four columns 3, 3... Of the load bearing wall core 2A on the second floor are arranged between the beam material 19 on the first floor and the beam material on the second floor. The joining method of these pillar 3 and the base 18 and the pillar 3 and the beam material is joined by a well-known method.
In addition, you may use the through pillar which continues to the 1st floor and the 2nd floor as the pillar 3.

４本の柱３，３…のうちの東西方向に隣り合う２本の第１柱３１，３１は、第１壁部１２の軸線１２ａ上に配置され、第１壁体１５Ａの柱を構成している。また、４本の柱３，３…のうちの２本の第１柱３１，３１以外の２本の第２柱３２，３２は、第１柱３１，３１の南側に配置されている。
本実施形態では、東西方向に隣り合う２本の第１柱３１，３１の柱芯の間隔、東西方向に隣り合う２本の第２柱３２，３２の柱芯間隔、および南北方向に隣り合う第１柱３１の柱芯と第２柱３２の柱芯との間隔は、約６００ｍｍに設定されている。 Two first pillars 31, 31 adjacent to each other in the east-west direction among the four pillars 3, 3... Are arranged on the axis 12 a of the first wall portion 12 and constitute a pillar of the first wall body 15 </ b> A. ing. Two of the four pillars 3, 3... Other than the two first pillars 31, 31 are arranged on the south side of the first pillars 31, 31.
In the present embodiment, the interval between the column cores of the two first columns 31, 31 adjacent in the east-west direction, the interval between the column cores of the two second columns 32, 32 adjacent in the east-west direction, and adjacent in the north-south direction. The distance between the column core of the first column 31 and the column core of the second column 32 is set to about 600 mm.

構造用面材４，４…はそれぞれ、隣り合う柱の間隔を閉塞可能な幅寸法に形成されているとともに、上下に配置される横架材（土台、梁材）の間隔を閉塞可能な高さ寸法に形成されている。
そして、５枚の構造用面材４，４…を第１構造用面材４１〜第５構造用面材４５とすると、第１構造用面材４１は、その面が南北方向を向くように配置され、２つの第１柱３１，３１の間隔を塞ぐように、東西方向の両端部が第１柱３１，３１に南側から固定されている。
また、第２構造用面材４２は、その面が南北方向を向くように配置され、２つの第２柱３２，３２の間隔を塞ぐように、東西方向の両端部が第２柱３２，３２に南側から固定されている。
また、第３構造用面材４３は、その面が南北方向を向くように配置され、２つの第２柱３２，３２の間隔を塞ぐように、東西方向の両端部が第２柱３２，３２に北側から固定されている。 Each of the structural face materials 4, 4,... Is formed to have a width dimension that can close the interval between adjacent columns, and the height that can close the space between the horizontal members (bases and beam members) arranged above and below. It is formed in the size.
When the five structural face materials 4, 4... Are the first structural face material 41 to the fifth structural face material 45, the first structural face material 41 has its surface facing the north-south direction. It is arrange | positioned and the both ends of the east-west direction are being fixed to the 1st pillars 31 and 31 from the south side so that the space | interval of the two 1st pillars 31 and 31 may be block | closed.
Further, the second structural face material 42 is arranged so that its surface faces in the north-south direction, and both end portions in the east-west direction are second pillars 32, 32 so as to close the interval between the two second pillars 32, 32. It is fixed from the south side.
Further, the third structural face material 43 is disposed so that the surface thereof faces in the north-south direction, and both end portions in the east-west direction are arranged in the second pillars 32, 32 so as to block the interval between the two second pillars 32, 32. It is fixed from the north side.

また、第４構造用面材４４は、その面が東西方向を向くように配置され、２つの第１柱３１，３１のうち西側の第１柱３１と、２つの第２柱３２，３２のうち西側の第２柱３２の間隔を塞ぐように、南北方向の端部が西側の第１柱３１および西側の第２柱３２に西側から固定されている。
また、第５構造用面材４５は、その面が東西方向を向くように配置され、２つの第１柱３１，３１のうち東側の第１柱３１と、２つの第２柱３２，３２のうち東側の第２柱３２の間隔を塞ぐように、南北方向の端部が東側の第１柱３１および東側の第２柱３２に東側から固定されている。
なお、第１〜第５構造用面材４１〜４５は、それぞれ対向する間柱５にも固定されている。
また、本実施形態では、２つの第１柱３１，３１の北側には、内装用面材が設けられていて、この内装用面材と第１構造用面材４１との間には、断熱材が配置されている。なお、断熱材の有無や、断熱材が配置される位置は、適宜設定されてよい。 Further, the fourth structural face material 44 is arranged so that the surface thereof faces in the east-west direction, and the first pillar 31 on the west side of the two first pillars 31, 31 and the two second pillars 32, 32. The end in the north-south direction is fixed from the west to the first pillar 31 on the west side and the second pillar 32 on the west side so as to block the interval between the second pillars 32 on the west side.
In addition, the fifth structural face material 45 is arranged so that the surface thereof faces in the east-west direction, and the first pillar 31 on the east side of the two first pillars 31, 31 and the two second pillars 32, 32. Among them, the end portions in the north-south direction are fixed to the first pillar 31 on the east side and the second pillar 32 on the east side from the east side so as to block the interval between the second pillars 32 on the east side.
In addition, the 1st-5th structural surface materials 41-45 are also being fixed also to the spacer 5 which each opposes.
In the present embodiment, an interior face member is provided on the north side of the two first pillars 31, 31, and heat insulation is provided between the interior face member and the first structural face member 41. The material is arranged. In addition, the presence or absence of a heat insulating material and the position where a heat insulating material is arrange | positioned may be set suitably.

次に第１実施形態による耐力壁コア２Ａの施工方法について説明する。
まず、１階の耐力壁コア２Ａの第１柱３１，３１および第２柱３２，３２を土台の上部に立設し、これらの柱の上部に１階の梁を架設する。そして、１階の梁の上部に２階の耐力壁コア２Ａの柱を立設し、これらの柱の上部に２階の梁を架設する。
続いて、耐力壁コア２Ａの、東側の第１柱３１と東側の第２柱３２との間の間柱５以外の間柱５を立設する。そして、第１〜第４構造用面材４１〜４４をそれぞれ上述した所定の位置に配置して固定する。
続いて、耐力壁コア２Ａの、東側の第１柱３１と東側の第２柱３２との間の間柱５を立設し、第５構造用面材４５を東側の第１柱３１、東側の第２柱３２、およびこれらの間の間柱５に東側から固定する。
このようにして耐力壁コア２Ａが構築される。 Next, the construction method of the bearing wall core 2A according to the first embodiment will be described.
First, the first pillars 31 and 31 and the second pillars 32 and 32 of the load-bearing wall core 2A on the first floor are erected on the top of the base, and the beam on the first floor is installed on the upper part of these pillars. Then, pillars of the second-story bearing wall core 2A are erected on the upper part of the first-floor beam, and the second-story beam is installed on the upper part of these pillars.
Subsequently, the intermediate pillar 5 other than the intermediate pillar 5 between the first pillar 31 on the east side and the second pillar 32 on the east side of the bearing wall core 2A is erected. And the 1st-4th structural surface materials 41-44 are each arrange | positioned and fixed to the predetermined position mentioned above.
Subsequently, in the bearing wall core 2 </ b> A, the intermediate pillar 5 is erected between the first pillar 31 on the east side and the second pillar 32 on the east side, and the fifth structural face material 45 is placed on the first pillar 31 on the east side, It fixes to the 2nd pillar 32 and the intermediate pillar 5 between these from the east side.
In this way, the bearing wall core 2A is constructed.

次に、上述した木造建築物１Ａの作用・効果について図面を用いて説明する。
上述した第１実施形態による木造建築物１Ａでは、耐力壁コア２Ａの隣り合う２本の柱と、これらの２本の柱に固定された構造用面材４，４…とが耐力壁を構成することにより、耐力壁コア２Ａには複数の耐力壁が配置された構成となるため、第１壁部１２に沿って必要量の耐力壁を配置できない場合でも、耐力壁コア２Ａを設けることで、第１壁部１２の軸線１２ａ上やこの軸線１２ａ近傍に必要量の耐力壁をバランスよく配置することができる。 Next, the operation and effect of the above-described wooden building 1A will be described with reference to the drawings.
In the wooden building 1A according to the first embodiment described above, the two adjacent pillars of the bearing wall core 2A and the structural face materials 4, 4... Fixed to these two pillars constitute the bearing wall. By doing so, since the load bearing wall core 2A has a configuration in which a plurality of load bearing walls are arranged, even when a necessary amount of the load bearing walls cannot be arranged along the first wall portion 12, the load bearing wall core 2A is provided. The required amount of load-bearing walls can be arranged in a well-balanced manner on the axis 12a of the first wall portion 12 or in the vicinity of the axis 12a.

（第２実施形態）
次に、他の実施形態について、添付図面に基づいて説明するが、上述の第１実施形態と同一又は同様な部材、部分には同一の符号を用いて説明を省略し、第１実施形態と異なる構成について説明する。
図５に示すように、第２実施形態による木造建築物１Ｂは、耐力壁コア２Ｂが開口部１３Ａの西側には設けられておらず、開口部１３Ａの東側の第１壁体１５Ａのみに一体に設けられている。
また、図６に示すように、第２実施形態では、南北方向に隣り合う第１柱３１と第２柱３２との間に中間柱３４が設けられている。中間柱３４は、隣り合う第１柱３１と第２柱３２とを結ぶ線上に配置されている。
第１柱３１と中間柱３４の間隔が、第１実施形態の第１柱３１と第２柱３２の間隔の略１／２の寸法で、約３００ｍｍに設定されていて、２本の中間柱３４，３４の南側に２本の第２柱３２，３２が配置されている。なお、中間柱３４と第２柱３２の間隔も、第１柱３１と中間柱３４の間隔と同様に約３００ｍｍに設定されている。
そして、第２実施形態では、間柱５は、南北方向に隣り合う第１柱３１と中間柱３４との間、および中間柱３４と第２柱３２との間には設けられておらず、東西方向に隣り合う２つの第１柱３１，３１、２つの中間柱３４，３４および２つの第２柱３２，３２の間に設けられている。 (Second Embodiment)
Next, other embodiments will be described with reference to the accompanying drawings, but the same or similar members and parts as those in the first embodiment described above are denoted by the same reference numerals, and description thereof is omitted. A different configuration will be described.
As shown in FIG. 5, in the wooden building 1B according to the second embodiment, the load-bearing wall core 2B is not provided on the west side of the opening 13A, and is integrated only with the first wall 15A on the east side of the opening 13A. Is provided.
As shown in FIG. 6, in the second embodiment , an intermediate column 34 is provided between the first column 31 and the second column 32 that are adjacent in the north-south direction. The intermediate pillar 34 is disposed on a line connecting the adjacent first pillar 31 and second pillar 32.
The distance between the first pillar 31 and the intermediate pillar 34, in the dimension of approximately half of the first columnar 31 of the first embodiment distance between the second pillar 32, and is set to about 300 mm, 2 pieces of intermediate pillars second column 32, 32 of the two are located on the south side of 34. The interval between the intermediate column 34 and the second column 32 is also set to about 300 mm, similar to the interval between the first column 31 and the intermediate column 34 .
In the second embodiment, the inter-column 5 is not provided between the first column 31 and the intermediate column 34 adjacent to each other in the north-south direction and between the intermediate column 34 and the second column 32. It is provided between two first pillars 31 , 31 , two intermediate pillars 34 , 34 and two second pillars 32 , 32 adjacent to each other in the direction.

２本の中間柱３４，３４は、第１柱３１および第２柱３２と同様に、１階の耐力壁コア２Ｂに配置される場合は、土台と１階の梁材との間に配置され、２階の耐力壁コア２Ｂに配置される場合は、１階の梁材と２階の梁材との間に配置されている。 The two intermediate pillars 34 and 34 are arranged between the base and the first-floor beam member when arranged on the load-bearing wall core 2B on the first floor, like the first pillar 31 and the second pillar 32. When arranged on the second floor bearing wall core 2B, it is arranged between the first floor beam material and the second floor beam material.

そして、第２実施形態では、板面が南北方向を向く構造用面材４が、２つの第１柱３１，３１の南側と、２つの中間柱３４，３４の南側と、２つの第２柱３２，３２の北側および南側と、にそれぞれ固定されている。また、板面が東西方向に向く構造用面材４は、西側の第１柱３１、中間柱３４および第２柱３２の西側と、東側の第１柱３１、中間柱３４および第２柱３２の東側と、にそれぞれ固定されている。
第２実施形態では、同じ面内において、第１柱３１および中間柱３４に固定される構造用面材４と、中間柱３４および第２柱３２に固定される構造用面材４とが一体化しているものとする。なお、第１柱３１および中間柱３４に固定される構造用面材４と、中間柱３４および第２柱３２に固定される構造用面材４とは、一体化していなくてもよい。 And in 2nd Embodiment, the structural surface material 4 in which a board surface faces the north-south direction is the south side of the two 1st pillars 31 and 31, the south side of the two intermediate pillars 34 and 34 , and two 2nd pillars. 32 and 32 are fixed to the north side and the south side, respectively. Further, the structural face material 4 whose plate surface faces in the east-west direction includes the west side of the first column 31, the intermediate column 34 and the second column 32 on the west side, and the first column 31, the intermediate column 34 and the second column 32 on the east side. It is fixed to the east side of each.
In the second embodiment, the structural surface material 4 fixed to the first column 31 and the intermediate column 34 and the structural surface material 4 fixed to the intermediate column 34 and the second column 32 are integrated in the same plane. Assume that The structural face material 4 fixed to the first pillar 31 and the intermediate pillar 34 and the structural face material 4 fixed to the intermediate pillar 34 and the second pillar 32 may not be integrated.

第２実施形態による木造建築物１Ｂでは、１つの耐力壁コア２Ｂに、第１実施形態の１つの耐力壁コア２Ａに設けられる構造用面材４よりも多くの構造用面材４を設けることができることにより、多くの耐力壁を有する構成とすることができ、多くの耐力壁を必要とする箇所に設置することができる。 In wooden buildings 1B according to the second embodiment, a single bearing wall core 2B, providing a large number of structural surface material 4 than the structural surface material 4 which is provided on one bearing wall core 2A of the first embodiment By being able to, it can be set as the structure which has many bearing walls, and can be installed in the location which requires many bearing walls.

図７に示すように、第３実施形態による木造建築物１Ｃは、２階の南側にバルコニーが設けられていて、１階には、開口部１３が設けられている第１壁部１２の南側に、バルコニーを支持する第２壁部２０が設けられている。
第２壁部２０は、軸線方向の両端部および中間部に第２壁体１５Ｂ，１５Ｂ，１５Ｂがそれぞれ設けられていて、軸線方向に隣り合う第２壁体１５Ｂ，１５Ｂの間には間隔があけられている。第３実施形態では、この隣り合う第２壁体１５Ｂ，１５Ｂの間隔も開口部１３Ｂとして説明する。なお、この開口部１３Ｂには、サッシなどの建具は設けられていない。 As shown in FIG. 7, the wooden building 1 </ b> C according to the third embodiment is provided with a balcony on the south side of the second floor, and on the first floor on the south side of the first wall portion 12 provided with an opening 13. The 2nd wall part 20 which supports a balcony is provided in this.
The second wall portion 20 is provided with second wall bodies 15B, 15B, and 15B at both ends and an intermediate portion in the axial direction, respectively, and there is a gap between the second wall bodies 15B and 15B adjacent in the axial direction. It has been opened. In the third embodiment, the interval between the adjacent second wall bodies 15B and 15B will be described as the opening 13B. The opening 13B is not provided with a joinery such as a sash.

また、第３実施形態では、第１壁部１２の開口部１３Ａの西側の第１壁体１５Ａおよび東側の第１壁体１５Ａに一体化した耐力壁コア（以下、第１耐力壁コア２Ｃ、第２耐力壁コア２Ｄとする）が設けられているとともに、第２壁部２０の西側に配置された第２壁体１５Ｂと一体化した耐力壁コア（以下、第３耐力壁コア２Ｅ）が設けられている。また、第３実施形態では、第１〜第３耐力壁コア２Ｃ〜２Ｅは、１階部分のみに設けられている。
第３実施形態では、東西方向および南北方向に隣り合う柱の間隔は、略等しく約３００ｍｍに設定されている。 In the third embodiment, the bearing wall core (hereinafter referred to as the first bearing wall core 2C, which is integrated with the first wall body 15A on the west side and the first wall body 15A on the east side of the opening 13A of the first wall section 12). A load bearing wall core (hereinafter referred to as a third load bearing wall core 2E) integrated with the second wall body 15B disposed on the west side of the second wall portion 20 is provided. Is provided. Moreover, in 3rd Embodiment, the 1st-3rd bearing wall cores 2C-2E are provided only in the 1st floor part.
In 3rd Embodiment, the space | interval of the column adjacent to the east-west direction and the north-south direction is set to about 300 mm substantially equally.

第１耐力壁コア２Ｃは、第１実施形態の１階に設けられている耐力壁コア２と同様に、２つの第１柱３１，３１および２つの第２柱３２，３２と、５つの構造用面材４と、を有している。   The first bearing wall core 2C has two first pillars 31 and 31, two second pillars 32 and 32, and five structures, similarly to the bearing wall core 2 provided on the first floor of the first embodiment. And a face material 4.

第２耐力壁コア２Ｄは、２つの第１柱３１，３１および２つの第２柱３２，３２を有するとともに、第２柱３２，３２の南側に、東西方向に２本ずつ、南北方向に２本ずつ配列された４本の第３柱３３，３３…が配置されている。そして、４本の第３柱３３，３３…のうち南側に配置される２本の第３柱３３，３３は、第２壁部２０の軸線２０ａ上に配置されている。   The second load-bearing wall core 2D has two first pillars 31 and 31 and two second pillars 32 and 32, two on the south side of the second pillars 32 and 32, two in the east-west direction, and two in the north-south direction. Four third pillars 33, 33... Arranged one by one are arranged. And the two 3rd pillars 33 and 33 arrange | positioned among the four 3rd pillars 33 and 33 ... are arrange | positioned on the axis line 20a of the 2nd wall part 20. As shown in FIG.

第２耐力壁コア２Ｄでは、板面が南北方向を向く構造用面材４が、東西方向に隣り合う２つの第１柱３１，３１の南側、東西方向に隣り合う２つの第２柱３２，３２の北側および南側、東西方向に配列された２組の２本の第３柱３３，３３の北側および南側にそれぞれ固定されている。
また、第２耐力壁コア２Ｄでは、板面が東西方向を向く構造用面材４が、南北方向に隣り合う西側の第１柱３１および第２柱３２の西側、南北方向に隣り合う西側の第２柱３２および第３柱３３の西側、南北方向に隣り合う東側の第１柱３１および第２柱３２の東側、南北方向に隣り合う東側の第２柱３２および第３柱３３の東側にそれぞれ固定されている。
なお、第２耐力壁コア２Ｄは、第３柱３３のうち南側に配置された第３柱３３が第２壁部２０の軸線２０ａ上に配置されている。 In the second load-bearing wall core 2D, the structural face material 4 whose plate surface faces in the north-south direction is the south side of the two first columns 31, 31 adjacent in the east-west direction, the two second columns 32, adjacent in the east-west direction, It is fixed to the north side and the south side of two sets of two third pillars 33, 33 arranged in the north and south sides of 32 and the east-west direction, respectively.
Further, in the second load-bearing wall core 2D, the structural face material 4 with the plate surface facing the east-west direction is located on the west side of the first pillar 31 and the second pillar 32 on the west side adjacent to the north-south direction, on the west side adjacent to the north-south direction. On the west side of the second pillar 32 and the third pillar 33, on the east side of the first pillar 31 and the second pillar 32 adjacent in the north-south direction, on the east side of the second pillar 32 and the third pillar 33 on the east side adjacent in the north-south direction Each is fixed.
In the second bearing wall core 2 </ b> D, the third column 33 disposed on the south side of the third column 33 is disposed on the axis 20 a of the second wall portion 20.

第３耐力壁コア２Ｅは、第１柱３１，３１が第２壁部２０の軸線２０ａ上に配置され、第２柱３２が第１柱３１，３１の北側に配置されている。第２柱３２は、第１壁部１２と第２壁部２０との間に配置されている。
第３耐力壁コア２Ｅでは、板面が南北方向を向く構造用面材４が、東西方向に隣り合う２本の第１柱３１，３１の南側、東西方向に隣り合う２本の第２柱３２の北側、南北方向に隣り合う西側の第１柱３１および西側の第２柱３２の西側、南北方向に隣り合う東側の第１柱３１および東側の第２柱３２の東側にそれぞれ固定さている。 In the third load-bearing wall core 2 </ b> E, the first columns 31 and 31 are disposed on the axis 20 a of the second wall portion 20, and the second column 32 is disposed on the north side of the first columns 31 and 31. The second pillar 32 is disposed between the first wall portion 12 and the second wall portion 20.
In the third load-bearing wall core 2E, the structural face material 4 whose plate surface faces in the north-south direction is the two second columns adjacent in the east-west direction on the south side of the two first columns 31, 31 adjacent in the east-west direction. 32 is fixed to the west side of the first pillar 31 and the west side second pillar 32 adjacent to the north side, the east side first pillar 31 and the east side second pillar 32 adjacent to the north and south directions, respectively. .

第３実施形態によれば、第２耐力壁コア２Ｄを設けることにより、板面が南北方向を向く構造用面材４を多く配置することができるため、東西方向に延びる耐力壁を多く配置することができる。また、第３耐力壁コア２Ｅを設けることにより、室内１０Ａと室外１０Ｂとを仕切る第１壁部１２と離れた位置であっても、構造用面材４を配置することができるため、室内１０Ａと室外１０Ｂとを仕切る第１壁部１２と離れた位置に耐力壁を配置することができる。
そして、第３実施形態による木造建築物１Ｃによれば、形態の異なる第１〜第３耐力壁コア２Ｃ〜２Ｅを所定の位置に配置することにより、耐力壁をバランスよく配置することができる。 According to the third embodiment, by providing the second load-bearing wall core 2D, a large number of structural face materials 4 whose plate faces in the north-south direction can be arranged, so that many load-bearing walls extending in the east-west direction are arranged. be able to. Further, by providing the third load-bearing wall core 2E, the structural face material 4 can be disposed even at a position away from the first wall 12 that partitions the room 10A and the outdoor 10B. The load bearing wall can be disposed at a position away from the first wall portion 12 that partitions the exterior 10B.
And according to the wooden building 1C by 3rd Embodiment, a load-bearing wall can be arrange | positioned with sufficient balance by arrange | positioning the 1st-3rd load-bearing wall cores 2C-2E from which a form differs in a predetermined position.

以上、本発明による木造建築物の実施形態について説明したが、本発明は上記の実施形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。
例えば、上記の実施形態では、木造建築物１Ａ〜１Ｃは２階建ての住宅としているが、住宅以外の建築物としてもよく、また、平屋の建築物や３階以上の建築物としてもよい。
また、上記の実施形態による耐力壁コア２Ａ〜２Ｅは、木造建築物１Ａ〜１Ｃの南側に配置されているが、北側、東側、西側など他の位置に配置されていてもよく、また、木造建築物１Ａ〜１Ｃの複数の側に配置されていてもよい。 As mentioned above, although embodiment of the wooden building by this invention was described, this invention is not limited to said embodiment, In the range which does not deviate from the meaning, it can change suitably.
For example, in the above-described embodiment, the wooden buildings 1A to 1C are two-story houses, but may be other than a house, or may be a one-story building or a three-story or more building.
Moreover, although the load-bearing wall core 2A-2E by said embodiment is arrange | positioned in the south side of the wooden buildings 1A-1C, it may be arrange | positioned in other positions, such as the north side, the east side, and the west side. You may arrange | position on the several side of building 1A-1C.

また、第１実施形態および第２実施形態では、耐力壁コア２Ａ，２Ｂは、上下階に連続して配置されているが、例えば１階のみに配置されているなど、上下階に連続して配置されていなくてもよい。また、第３実施形態の第１〜第３耐力壁コア２Ｃ〜２Ｄは、１階のみに配置されているが、第１〜第３耐力壁コア２Ｃ〜２Ｄが上下階に連続して配置されていてもよい。
また、耐力壁コア２Ａ〜２Ｅは、木造建築物に対して１つ設けられていてもよいし、複数設けられていてもよく、複数設けられる場合は、同じ形態のものが設けられてもよいし、異なる形態のものが設けられていてもよい。
また、耐力壁コア２Ａ〜２Ｅの２つの第１柱３１，３１および２つの第２柱３２，３２は、平面視における四角形の隅部にそれぞれ配置されているが、この四角形は、長方形であってもよいし正方形であってもよい。また、耐力壁コア２Ａ〜２Ｅの柱３１〜３３間の間隔や構造用面材４の寸法は、適宜設定されてよい。 In the first embodiment and the second embodiment, the load-bearing wall cores 2A and 2B are continuously arranged on the upper and lower floors, but are continuously arranged on the upper and lower floors, for example, only on the first floor. It may not be arranged. Moreover, although the 1st-3rd bearing wall cores 2C-2D of 3rd Embodiment are arrange | positioned only at the 1st floor, the 1st-3rd bearing wall cores 2C-2D are continuously arrange | positioned at the upper and lower floors. It may be.
In addition, one of the load-bearing wall cores 2A to 2E may be provided with respect to the wooden building, or a plurality of load-bearing wall cores 2A to 2E may be provided. However, different forms may be provided.
In addition, the two first pillars 31 and 31 and the two second pillars 32 and 32 of the bearing wall cores 2A to 2E are respectively arranged at the corners of a quadrangle in plan view. It may be square. Moreover, the space | interval between the pillars 31-33 of the bearing walls 2A-2E and the dimension of the structural face material 4 may be set suitably.

また、上記の第１実施形態では、耐力壁コア２Ａは、第１〜第５構造用面材４１〜４５の５枚の構造用面材４が配置されている形態であるが、第３構造用面材４３以外の４枚の構造用面材４が配置されている形態としてもよい。耐力壁コア２Ａ〜２Ｅは、平面視における四角形の隅部にそれぞれ配置された４本の柱３，３…（２本の第１柱３１，３１および２本の第２柱３２，３２）と、これらの４本の柱３，３点のうちの隣り合う柱３，３それぞれに固定された４枚の構造用面材４，４…と、を有していていればよく、第３の柱３２の数や、上記の４枚の構造用面材４，４…以外の構造用面材４の数は適宜設定されてよい。
また、上記の実施形態では、第２柱３２，３２は、第１柱３１，３１の室外１０Ｂ側に配置されているが、第１柱３１，３１の室内１０Ａ側に配置されていてもよい。
また、上記の実施形態では、第１壁部１２に開口部１３Ａが形成されているが、開口部１３Ａが形成されていなくてもよい。また、開口部１３Ａの数や形態は適宜設定されてよい。
また、第３実施形態では、第２壁部２０はバルコニーを支持しているが、１階の屋根などを支持していてもよい。 Moreover, in said 1st Embodiment, although the bearing wall core 2A is a form by which the five structural surface materials 4 of the 1st-5th structural surface materials 41-45 are arrange | positioned, 3rd structure Four structural face materials 4 other than the face material 43 may be arranged. The load-bearing wall cores 2 </ b> A to 2 </ b> E have four pillars 3, 3... (Two first pillars 31, 31 and two second pillars 32, 32) respectively arranged at the corners of a quadrangle in plan view. And the four structural face materials 4, 4... Fixed to the adjacent pillars 3, 3 of the four pillars 3, 3, respectively. The number of pillars 32 and the number of structural face materials 4 other than the four structural face materials 4, 4... May be set as appropriate.
In the above embodiment, the second pillars 32 and 32 are disposed on the outdoor 10B side of the first pillars 31 and 31, but may be disposed on the indoor 10A side of the first pillars 31 and 31. .
In the above-described embodiment, the opening 13A is formed in the first wall portion 12, but the opening 13A may not be formed. Further, the number and form of the openings 13A may be set as appropriate.
Moreover, in 3rd Embodiment, although the 2nd wall part 20 is supporting the balcony, you may support the roof etc. of the 1st floor.

１Ａ〜１Ｃ 木造建築物
２Ａ，２Ｂ 耐力壁コア
２Ｃ 第１耐力壁コア（耐力壁コア）
２Ｄ 第２耐力壁コア（耐力壁コア）
２Ｅ 第３耐力壁コア（耐力壁コア）
３ 柱
４ 構造用面材
５ 間柱
１０Ａ 室内
１０Ｂ 室外
１２ 第１壁部（壁部）
１２ａ 軸線
１３Ａ，１３Ｂ 開口部
１５Ａ 第１壁体（壁体）
１５Ｂ 第２壁体（壁体）
２０ 第２壁部（壁部）
２０ａ 軸線
３１ 第１柱
３２ 第２柱
３４ 中間柱 1A-1C Wooden buildings 2A, 2B Bearing wall core 2C First bearing wall core (bearing wall core)
2D second bearing wall core (bearing wall core)
2E Third bearing wall core (bearing wall core)
3 pillars 4 structural face materials 5 inter-columns 10A indoor 10B outdoor 12 first wall (wall)
12a Axis 13A, 13B Opening 15A First wall (wall)
15B Second wall (wall)
20 Second wall (wall)
20a Axis 31 First pillar 32 Second pillar
34 Intermediate pillar

Claims (2)

木造軸組工法で構築され、
平面視における四角形の隅部にそれぞれ配置された４本の柱と、
該４本の柱のうちの隣り合う２本の柱にそれぞれ固定された４枚の構造用面材と、を有する耐力壁コアを備え、
前記４本の柱のうちの隣り合う２本の第１柱は、室内と室外との境界に配置された壁部の軸線上または、室外に配置された壁部の軸線上に配置され、前記２本の第１柱以外の２本の第２柱は、前記壁部の軸線と離間する位置に配置され、
前記壁部には、開口部が形成されていて、
前記開口部の前記軸線に沿った方向の両側に前記耐力壁コアが隣接して設けられている、または、前記開口部の前記軸線に沿った方向の一方側に前記耐力壁コアが隣接して設けられ、他方側に前記軸線に沿った耐力壁が隣接して設けられ、
前記耐力壁コアには、前記２本の第２柱の前記構造用面材が固定されている側と反対側の面に、さらに他の１枚の構造用面材が固定されていることを特徴とする木造建築物。 Built with a wooden frame construction method,
Four pillars respectively arranged at the corners of the quadrangle in plan view;
A load bearing wall core having four structural face materials each fixed to two adjacent pillars of the four pillars;
The two first pillars adjacent to each other among the four pillars are disposed on the axis of the wall disposed at the boundary between the room and the outdoor, or on the axis of the wall disposed outdoors. The two second pillars other than the two first pillars are arranged at positions separated from the axis of the wall portion ,
The wall is formed with an opening,
The load-bearing wall core is provided adjacent to both sides of the opening along the axis, or the load-bearing wall core is adjacent to one side of the opening along the axis. A load bearing wall along the axis is provided adjacent to the other side,
In the load-bearing wall core, another structural surface material is fixed to the surface of the two second pillars on the side opposite to the side on which the structural surface material is fixed. A characteristic wooden structure. 前記耐力壁コアには、前記２本の第１柱と前記２本の第２柱との間にそれぞれ中間柱が配置されていて、隣り合う前記中間柱には構造用面材が固定され、
前記中間柱は、隣り合う前記第１柱と前記第２柱とを結ぶ線上に配置され、隣り合う前記第１柱と前記第２柱とに固定された構造用面材が前記中間柱に固定されていることを特徴とする請求項１に記載の木造建築物。 In the load-bearing wall core, intermediate pillars are respectively disposed between the two first pillars and the two second pillars, and a structural face material is fixed to the adjacent intermediate pillars,
The intermediate pillar is disposed on a line connecting the first pillar and the second pillar adjacent to each other, and a structural surface material fixed to the first pillar and the second pillar adjacent to each other is fixed to the intermediate pillar. wooden building according to claim 1, characterized in that it is.
JP2014125425A 2014-06-18 2014-06-18 Wooden building Active JP6401513B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2014125425A JP6401513B2 (en) 2014-06-18 2014-06-18 Wooden building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2014125425A JP6401513B2 (en) 2014-06-18 2014-06-18 Wooden building

Publications (2)

Publication Number Publication Date
JP2016003516A JP2016003516A (en) 2016-01-12
JP6401513B2 true JP6401513B2 (en) 2018-10-10

Family

ID=55223005

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2014125425A Active JP6401513B2 (en) 2014-06-18 2014-06-18 Wooden building

Country Status (1)

Country Link
JP (1) JP6401513B2 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2535720B2 (en) * 1993-06-28 1996-09-18 ミサワホーム株式会社 Multi-story house
JP4118228B2 (en) * 2003-11-25 2008-07-16 エス・バイ・エル株式会社 Pillar
JP4355244B2 (en) * 2004-03-24 2009-10-28 ミサワホーム株式会社 building

Also Published As

Publication number Publication date
JP2016003516A (en) 2016-01-12

Similar Documents

Publication Publication Date Title
JP7007277B2 (en) Modular building structure
CA2939716A1 (en) Prefabricated house
JP5827805B2 (en) Structure
JP6401513B2 (en) Wooden building
JP6106461B2 (en) building
JP5891003B2 (en) building
JP2017106220A (en) Building frame
JP4994191B2 (en) Structure
JP2021046725A (en) Support structure and construction method of skip floor
JP5965324B2 (en) Thermal insulation structure of building
JP6270415B2 (en) Building unit
JP3187977U (en) Plate type residential building with pre-cast concrete frame frame structure
JP5066354B2 (en) Building units and unit buildings
JP2014066114A (en) Dome-like structure
JP5830912B2 (en) Apartment house and its construction method
JP5934124B2 (en) Unit type building and construction method thereof
JP6167044B2 (en) Building structure
JP3903306B2 (en) Apartment building
JP5830913B2 (en) Apartment house and its construction method
JP5796904B2 (en) Building
JP6512442B2 (en) Architectural structure
JP5729104B2 (en) Plate apartment
JP6049139B2 (en) Reinforced structure
JP6207176B2 (en) Wall structure building
JP2013019217A (en) Frame structure of apartment house

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20161221

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20170913

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20170919

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20171117

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20180403

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20180530

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20180904

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20180907

R150 Certificate of patent or registration of utility model

Ref document number: 6401513

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250