JP4926583B2 - building - Google Patents

building Download PDF

Info

Publication number
JP4926583B2
JP4926583B2 JP2006194081A JP2006194081A JP4926583B2 JP 4926583 B2 JP4926583 B2 JP 4926583B2 JP 2006194081 A JP2006194081 A JP 2006194081A JP 2006194081 A JP2006194081 A JP 2006194081A JP 4926583 B2 JP4926583 B2 JP 4926583B2
Authority
JP
Japan
Prior art keywords
building
structural panel
outer peripheral
peripheral corner
structural
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.)
Expired - Fee Related
Application number
JP2006194081A
Other languages
Japanese (ja)
Other versions
JP2008019672A (en
Inventor
歩 三津橋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co Ltd
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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP2006194081A priority Critical patent/JP4926583B2/en
Publication of JP2008019672A publication Critical patent/JP2008019672A/en
Application granted granted Critical
Publication of JP4926583B2 publication Critical patent/JP4926583B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Residential Or Office Buildings (AREA)

Description

本発明は、建物本体の外周角部に吹抜けを形成してなる建物に関する。   The present invention relates to a building in which a hollow is formed in an outer peripheral corner of a building body.

建物本体の外周角部に吹抜けを形成してなる建物の一例として特許文献１に記載のものが知られている。この公報に記載の建物では、吹抜けが２つの直交する外壁と、一方の外壁に直交する内壁との内側に設けられており、この吹抜けは２階床を貫通して２階の天井まで達している。
特開２００５−３２５５２５号公報 The thing of patent document 1 is known as an example of the building which forms a blow-off in the outer peripheral corner | angular part of a building main body. In the building described in this publication, an atrium is provided inside two orthogonal outer walls and an inner wall orthogonal to one outer wall, and this atrium passes through the second floor and reaches the ceiling of the second floor. Yes.
JP 2005-325525 A

ところで、建物の外周角部に２階天井まで達する吹抜けを形成し、この吹抜けを外壁側にも大きく開放可能すれば、採光性や通風性に優れた建物を構築することができる。しかし、１階から２階天井まで達する吹抜けを形成した場合、この吹抜けには床がないので、該吹抜けを外壁側に大きく開放すると、建物の外周角部の強度が不足してしまうという課題がある。このため、前記従来の建物では吹抜けを外壁側に大きく開放することができず、開口部が殆ど無い外壁の内側に吹抜けを設けていた。   By the way, if a colonnade that reaches the ceiling of the second floor is formed at the outer peripheral corner of the building, and this ventilator can be opened largely to the outer wall side, a building excellent in daylighting and ventilation can be constructed. However, when an atrium that extends from the first floor to the second floor ceiling is formed, there is no floor in this atrium, so if the vent is opened to the outside wall side, the strength of the outer peripheral corner of the building will be insufficient. is there. For this reason, in the said conventional building, it was not able to open | release a large blow-out to the outer wall side, and provided the blow-off inside the outer wall which hardly has an opening part.

本発明は上記事情に鑑みてなされたもので、外壁側に大きく開放できる吹抜けを備えた建物を提供することを課題としている。   This invention is made | formed in view of the said situation, and makes it the subject to provide the building provided with the colonnade which can be opened largely on the outer wall side.

上記課題を解決するために、請求項１に記載の発明は、例えば図１〜図３に示すように、建物本体１の外周角部に、この外周角部を切り欠かいてなる吹抜け２が形成されており、前記吹抜け２を挟んで直交配置されている２つの外壁１ａ，１ａの前記吹抜け側の側端部には、前記２つの外壁１ａ，１ａにそれぞれ直交する耐力壁４，４が前記吹抜け２の上下方向に延在し、かつ前記外壁１ａ，１ａの外側に突出するようにして固定されており、
前記建物本体１の外周角部の外側には、柱部５が前記吹抜け２の上下方向に延在して立設されており、
前記２つの耐力壁４，４と前記柱部５とが梁部６，６によって連結されており、
前記梁部６は、鉛直に設けられた第１構造用パネル７と、この第１構造用パネル７と平行に配置されたマグサ８と、水平に設けられるとともに前記第１構造用パネル７およびマグサ８に設置された第２構造用パネル９とによって構成されていることを特徴とする。 In order to solve the above-mentioned problem, the invention according to claim 1 is formed, for example, as shown in FIGS. 1 to 3, in the outer peripheral corner of the building main body 1, the blowout 2 formed by cutting out the outer peripheral corner. The load-bearing walls 4, 4 orthogonal to the two outer walls 1 a, 1 a are respectively provided at the side ends of the two outer walls 1 a, 1 a arranged orthogonally across the blow-off 2. It extends in the vertical direction of the blow-off 2 and is fixed so as to protrude to the outside of the outer walls 1a and 1a.
On the outside of the outer peripheral corner of the building main body 1, a column part 5 extends up and down in the blow-off 2, and stands.
The two load-bearing walls 4 and 4 and the column portion 5 are connected by beam portions 6 and 6 ,
The beam portion 6 includes a first structural panel 7 provided vertically, a magsa 8 disposed in parallel to the first structural panel 7, and provided horizontally and the first structural panel 7 and the magsa. And a second structural panel 9 installed in the second structural panel 9 .

請求項１に記載の発明によれば、建物本体１の外周角部に、この外周角部を切り欠かいてなる吹抜け２が形成されているので、この吹抜け２を外壁側に大きく開放できる。そして、吹抜け２を挟んで直交配置されている２つの外壁１ａ，１ａの吹抜け側の側端部に固定された耐力壁４，４と、建物本体１の外周角部の外側に立設された柱部５とが梁部６，６によって連結されているので、これら耐力壁４，４、柱部５、梁部６，６によって門形のラーメン構造を形成することができる。これによって、建物本体１の外周角部を十分に補強できるので、外壁側に大きく開放できる吹抜け２を備えた建物を提供できる。
また、第１構造用パネル７によって鉛直方向に作用する力に抗することができ、第２構造用パネル９によって水平方向に作用する力に抗することができるので、吹抜け２が設けられた建物本体１の外周角部を効果的に補強できる。
さらに、第２構造用パネル９が、第１構造用パネル７とマグサ８によって支持されているので、第２構造用パネル９を安定的に設けることができ、また、この第２構造用パネル９の上面を棚や出窓の床としても利用できる。 According to the first aspect of the present invention, since the blowout 2 formed by cutting out the outer peripheral corner is formed in the outer peripheral corner of the building body 1, the blowout 2 can be largely opened to the outer wall side. And it was erected on the outer side of the outer peripheral corner of the building main body 1 and the load bearing walls 4 and 4 fixed to the side ends of the two outer walls 1a and 1a arranged orthogonally across the blow-off 2 Since the column portion 5 is connected by the beam portions 6 and 6, a gate-shaped ramen structure can be formed by the bearing walls 4 and 4, the column portion 5 and the beam portions 6 and 6. Thereby, since the outer peripheral corner of the building body 1 can be sufficiently reinforced, it is possible to provide a building including the atrium 2 that can be largely opened on the outer wall side.
Moreover, since the first structural panel 7 can resist the force acting in the vertical direction and the second structural panel 9 can resist the force acting in the horizontal direction, the building provided with the atrium 2 The outer peripheral corner of the main body 1 can be effectively reinforced.
Further, since the second structural panel 9 is supported by the first structural panel 7 and the magnet 8, the second structural panel 9 can be stably provided, and the second structural panel 9 Can be used as a shelf or bay window floor.

請求項２に記載の発明は、請求項１に記載の建物において、
前記梁部６，１６は前記建物本体１の上下方向に所定間隔で複数設けられていることを特徴とする。 The invention according to claim 2 is the building according to claim 1,
A plurality of the beam portions 6 and 16 are provided at predetermined intervals in the vertical direction of the building body 1.

請求項２に記載の発明によれば、梁部６，１６が建物本体１の上下方向に所定間隔で複数設けられているので、これら梁部６，１６によって耐力壁４と柱部５とを高さ方向の複数箇所で連結できる。よって建物本体１の高さが高くなっても、外壁側に大きく開放できる吹抜け２を容易に設けることができる。   According to the second aspect of the present invention, since the plurality of beam portions 6 and 16 are provided at predetermined intervals in the vertical direction of the building body 1, the load bearing wall 4 and the column portion 5 are connected by the beam portions 6 and 16. Can be connected at multiple points in the height direction. Therefore, even if the height of the building main body 1 is increased, it is possible to easily provide the atrium 2 that can be largely opened on the outer wall side.

請求項３に記載の発明は、請求項１または２に記載の建物において、
前記柱部５は構造用パネル５ａで四角筒状に形成されていることを特徴とする。 The invention according to claim 3 is the building according to claim 1 or 2 ,
The column part 5 is formed in the shape of a square cylinder by the structural panel 5a.

請求項３に記載の発明によれば、柱部５が構造用パネル５ａで四角筒状に形成されているので、柱部５を強固に形成できるとともに、柱部５の内部を例えば、外部で使用する物品や縦樋の収納所としても利用できる。 According to the third aspect of the present invention, since the column portion 5 is formed in the rectangular tube shape by the structural panel 5a, the column portion 5 can be formed firmly and the inside of the column portion 5 is, for example, outside It can also be used as a storage place for articles and downpipe.

本発明によれば、建物本体の外周角部に形成された吹抜けを挟んで直交配置されている２つの外壁の前記吹抜け側の側端部に、２つの外壁にそれぞれ直交する耐力壁が吹抜けの上下方向に延在して固定されており、建物本体の外周角部の外側に、柱部が吹抜けの上下方向に延在して立設されており、２つの耐力壁と柱部とが梁部によって連結されているので、これら耐力壁、柱部、梁部によって門形のラーメン構造を形成することができる。これによって、建物本体の外周角部を十分に補強できるので、外壁側に大きく開放できる吹抜けを備えた建物を提供できる。   According to the present invention, the load-bearing walls orthogonal to the two outer walls are blown out at the side end portions of the two outer walls that are arranged orthogonally across the blowout formed at the outer peripheral corner of the building body. It is extended and fixed in the vertical direction, and the column part is erected on the outside of the outer peripheral corner of the building body so as to extend in the vertical direction of the atrium, and the two load-bearing walls and the column part are the beams. Since they are connected by the parts, a portal ramen structure can be formed by these bearing walls, column parts, and beam parts. Thereby, the outer peripheral corner portion of the building main body can be sufficiently reinforced, so that it is possible to provide a building provided with a vent that can be largely opened on the outer wall side.

以下図面を参照して本発明の実施の形態について説明する。
図１は本発明に係る建物の平断面図、図２は図１におけるＡ―Ａ線断面図、図３は同建物の外周角部の一部を破断した斜視図である。
これらの図に示す建物は、２階建ての建物であり、例えば周知の木質パネル工法によって構築される。木質パネル工法は、屋根、壁、床等を予め工場等においてパネル化しておき、このパネル化された木質パネルを現場で組み立てることによって建物を構築する方法である。パネルは、矩形枠の内部に必要に応じて補強桟材を組み付けてなる枠体の少なくとも一方の面に合板等からなる面材を貼着して形成されたものである。 Embodiments of the present invention will be described below with reference to the drawings.
1 is a plan sectional view of a building according to the present invention, FIG. 2 is a sectional view taken along line AA in FIG. 1, and FIG. 3 is a perspective view in which a part of the outer peripheral corner of the building is broken.
The buildings shown in these drawings are two-story buildings, and are constructed by, for example, a well-known wood panel method. The wooden panel construction method is a method of building a building by previously forming a roof, a wall, a floor or the like into a panel in a factory or the like, and assembling the paneled wooden panel at the site. The panel is formed by sticking a face material made of plywood or the like to at least one surface of a frame formed by assembling a reinforcing bar material inside a rectangular frame as necessary.

建物本体１は、平断面長方形状に形成されており、その４つの外周角部のうち、１つの外周角部には、この外周角部を切り欠かいてなる吹抜け２が形成されている。この吹抜け２は１階の床から２階の床を貫通して２階の天井まで達すものであり、平面視方形状に形成されている。
この吹抜け２を挟んで直交配置されている２つの外壁１ａ，１ａの吹抜け側の側端部には、２つの外壁１ａ，１ａにそれぞれ直交する耐力壁４，４が吹抜け２の上下方向に延在し、かつ外壁１ａ，１ａの外側に突出するようにして固定されている。耐力壁４は木質の構造用パネルによって形成されたものである。なお、構造用パネルは、矩形枠の内部に必要に応じて補強桟材を組み付けてなる枠体の両面に合板等からなる面材を貼着して形成されたものである。 The building body 1 is formed in a rectangular shape in cross section, and a blowout 2 formed by cutting out the outer peripheral corner portion is formed in one outer peripheral corner portion among the four outer peripheral corner portions. The atrium 2 extends from the first floor to the second floor and reaches the ceiling of the second floor, and is formed in a plan view shape.
On the side end portions of the two outer walls 1a, 1a that are arranged orthogonally across the blowout hole 2, the load bearing walls 4, 4 that are orthogonal to the two outer walls 1a, 1a extend in the vertical direction of the blowout hole 2, respectively. And is fixed so as to protrude outside the outer walls 1a, 1a. The bearing wall 4 is formed by a wooden structural panel. The structural panel is formed by sticking a face material made of plywood or the like on both sides of a frame body in which a reinforcing bar material is assembled inside a rectangular frame as necessary.

また、建物本体１の前記外周角部の外側には、柱部５が吹抜け２の上下方向に延在して立設されている。この柱部５は木質の構造用パネル５ａで四角筒状に形成されている。構造用パネル５ａは、矩形枠の内部に必要に応じて補強桟材を組み付けてなる枠体の両面に合板等からなる面材を貼着して形成された長方形板状のものであり、該構造用パネル５ａを４枚４角筒状に組み立てることによって、柱部５が構成されている。なお、図３においては、柱部５はその一部を破断して示している。   In addition, a column portion 5 is erected on the outside of the outer peripheral corner portion of the building body 1 so as to extend in the vertical direction of the blow-through 2. This column part 5 is formed in the shape of a square cylinder by the wooden structural panel 5a. The structural panel 5a is a rectangular plate formed by sticking a face material made of plywood or the like on both sides of a frame formed by assembling a reinforcing bar material inside the rectangular frame as necessary. The column portion 5 is configured by assembling the four structural panels 5a into a quadrangular cylindrical shape. In addition, in FIG. 3, the pillar part 5 has shown the part fracture | ruptured.

前記２つの耐力壁４，４と柱部５とは梁部６，６によって連結されている。梁部６は鉛直に設けられた第１構造用パネル７と、この第１構造用パネル７と平行に配置されたマグサ８と、これら第１構造用パネル７およびマグサ８に水平に設置された第２構造用パネル９によって構成されている。この第２構造用パネル９は２階の床３と同じ高さに設けられている。なお、図３においては、右側の第２構造用パネル９はその一部を破断して示している。
第１構造用パネル７は、矩形枠の内部に必要に応じて補強桟材を組み付けてなる枠体の両面に合板等からなる面材を貼着して形成された長方形板状のものであり、第２構造用パネル９は、矩形枠の内部に必要に応じて補強桟材を組み付けてなる枠体の上面に合板等からなる面材を貼着して形成された長方形板状のものである。 The two load-bearing walls 4, 4 and the column part 5 are connected by beam parts 6, 6. The beam portion 6 is installed horizontally on the first structural panel 7 provided vertically, the magsa 8 arranged in parallel with the first structural panel 7, and the first structural panel 7 and the magsa 8. The second structural panel 9 is used. The second structural panel 9 is provided at the same height as the floor 3 on the second floor. In FIG. 3, the second structural panel 9 on the right side is partially cut away.
The first structural panel 7 is in the shape of a rectangular plate formed by sticking a face material made of plywood or the like on both sides of a frame body in which reinforcing bars are assembled inside the rectangular frame as necessary. The second structural panel 9 is a rectangular plate formed by attaching a face material made of plywood or the like to the upper surface of a frame body in which a reinforcing bar material is assembled inside the rectangular frame as necessary. is there.

前記第１構造用パネル７は、その両端部がそれぞれ耐力壁４と柱部５とに接着剤や釘打ちによって強固に固定されている。また、マグサ８はその一端部が前記外壁１ａに接着や釘打ちによって強固に固定されており、他端部が柱部５に接着や釘打ちによって強固に固定されている。さらに、第２構造用パネル９はその下面が第１構造用パネル７とマグサ８に接着や釘打ちによって強固に固定されており、側端面が耐力壁４と柱部５とに接着や釘打ちによって強固に固定されている。なお、図２に示すように、第２構造用パネル９の両側部には胴差１０，１０が固定されおり、この胴差１０，１０はマグサ８や第１構造用パネルに接着や釘打ちによって強固に固定されている。
また、上記のような構成の梁部６は建物本体１の上下方向に所定間隔で複数設けられている。本実施の形態では、図３に示すように、２階の床３と等しい高さにある梁部６の上方に、他の梁部１６が２階の天井１１と等しい高さに設けられ、この梁部１６によって前記耐力壁４と柱部５とが連結されている。 Both ends of the first structural panel 7 are firmly fixed to the load-bearing wall 4 and the column part 5 by an adhesive or nailing, respectively. Further, one end of the massa 8 is firmly fixed to the outer wall 1a by adhesion or nailing, and the other end is firmly fixed to the column 5 by adhesion or nailing. Further, the lower surface of the second structural panel 9 is firmly fixed to the first structural panel 7 and the magnet 8 by bonding or nailing, and the side end surface is bonded or nailing to the bearing wall 4 and the column portion 5. It is firmly fixed by. As shown in FIG. 2, cylinder differences 10 and 10 are fixed to both sides of the second structural panel 9, and these cylinder differences 10 and 10 are adhered to or glued to the massa 8 and the first structural panel. It is firmly fixed by.
A plurality of beam portions 6 having the above-described configuration are provided at predetermined intervals in the vertical direction of the building body 1. In the present embodiment, as shown in FIG. 3, above the beam portion 6 at the same height as the floor 3 on the second floor, the other beam portion 16 is provided at a height equal to the ceiling 11 on the second floor, The bearing wall 4 and the column portion 5 are connected by the beam portion 16.

そして、上記のような構成の建物では、吹抜け２が例えば玄関の吹抜けとして利用される。この吹抜け２は外壁側に大きく開放しており、その開放された部分、つまり耐力壁４と柱部５と梁部６とによって囲まれた２階部分には大きな窓等が設けられ、１階部分には玄関扉や大きな窓等が設けられる。   And in the building of the above structures, the colonnade 2 is utilized as a colonnade of an entrance, for example. The atrium 2 is greatly open to the outer wall side, and a large window or the like is provided in the opened portion, that is, the second floor portion surrounded by the bearing wall 4, the column portion 5, and the beam portion 6. There are entrance doors and large windows.

本実施の形態によれば、建物本体１の外周角部に、この外周角部を切り欠かいてなる吹抜け２が形成されているので、この吹抜け２を外壁側に大きく開放できる。そして、吹抜け２を挟んで直交配置されている２つの外壁１ａ，１ａの吹抜け側の側端部に固定された耐力壁４，４と、建物本体２の外周角部の外側に立設された柱部５とが梁部６によって連結されているので、これら耐力壁４、柱部５、梁部６によって門形のラーメン構造を形成することができる。これによって、建物本体１の外周角部を十分に補強できるので、外壁側に大きく開放できる吹抜け２を備えた建物を提供できる。
また、梁部６が建物本体１の上下方向に所定間隔で複数設けられているので、これら梁部２によって耐力壁４，４と柱部５とを高さ方向の複数箇所で連結できる。よって建物本体１の高さが高くなっても（例えば３階建てになっても）、外壁側に大きく開放できる吹抜け２を容易に設けることができる。 According to the present embodiment, since the blowout 2 formed by cutting out the outer peripheral corner is formed in the outer peripheral corner of the building body 1, the blowout 2 can be largely opened to the outer wall side. And it was erected on the outer side of the outer peripheral corner of the building body 2 and the load-bearing walls 4 and 4 fixed to the side ends of the two outer walls 1a and 1a arranged orthogonally across the blow-off 2 Since the column portion 5 is connected to the beam portion 6, the load-bearing wall 4, the column portion 5, and the beam portion 6 can form a portal ramen structure. Thereby, since the outer peripheral corner of the building body 1 can be sufficiently reinforced, it is possible to provide a building including the atrium 2 that can be largely opened on the outer wall side.
In addition, since a plurality of beam portions 6 are provided at predetermined intervals in the vertical direction of the building body 1, the load-bearing walls 4, 4 and the column portions 5 can be connected at a plurality of positions in the height direction by these beam portions 2. Therefore, even if the height of the building body 1 is increased (for example, when it is three stories), it is possible to easily provide the blow-off 2 that can be largely opened on the outer wall side.

さらに、梁部６が、鉛直に設けられた第１構造用パネル７と、水平に設けられた第２構造用パネル９とを有するので、第１構造用パネル７によって鉛直方向に作用する力に抗することができ、第２構造用パネル９によって水平方向に作用する力に抗することができるので、吹抜け２が設けられた建物の外周角部を効果的に補強できる。
加えて、第２構造用パネル９が、第１構造用パネル７とマグサ８によって支持されているので、第２構造用パネル９を安定的に設けることができ、また、この第２構造用パネル９の上面を棚や出窓の床としても利用できる。
また、柱部５が構造用木質パネル５ａで四角筒状に形成されているので、柱部５を強固に形成できるとともに、柱部５の内部を例えば、外部で使用する物品や縦樋の収納所としても利用できる。 Further, since the beam portion 6 includes the first structural panel 7 provided vertically and the second structural panel 9 provided horizontally, the force acting on the vertical direction by the first structural panel 7 is applied. Since the second structural panel 9 can resist the force acting in the horizontal direction, it is possible to effectively reinforce the outer peripheral corner portion of the building provided with the atrium 2.
In addition, since the second structural panel 9 is supported by the first structural panel 7 and the magnet 8, the second structural panel 9 can be stably provided, and the second structural panel. The top surface of 9 can also be used as a floor for shelves and bay windows.
Moreover, since the pillar part 5 is formed in the square cylinder shape by the structural wood panel 5a, while the pillar part 5 can be formed firmly, the inside of the pillar part 5 is stored, for example, the article | item used for the exterior, or a vertical fence. It can also be used as a place.

なお、本実施の形態では、２階建ての建物を例にとって、本発明に係る建物を説明したが、本発明は３階建てやそれ以上の建物にも適用できる。３階建ての建物の場合、図３に示すように、上方の梁部１６を２階の床と等しい高さに設ければよい。   In the present embodiment, a building according to the present invention has been described by taking a two-story building as an example, but the present invention can also be applied to a three-story or higher building. In the case of a three-story building, as shown in FIG. 3, the upper beam portion 16 may be provided at the same height as the floor on the second floor.

本発明に係る建物の一例を示すもので、その平断面図である。An example of the building concerning the present invention is shown, and it is the plane sectional view. 同、図１におけるＡ―Ａ線断面図である。FIG. 2 is a cross-sectional view taken along line AA in FIG. 同、建物の外周角部の一部を破断した斜視図である。It is the perspective view which fractured | ruptured a part of outer peripheral corner | angular part of a building similarly.

符号の説明Explanation of symbols

１ 建物本体
１ａ 外壁
２ 吹抜け
４ 耐力壁
５ 柱部
６，１６ 梁部
７ 第１構造用パネル
８ マグサ
９ 第２構造用パネル DESCRIPTION OF SYMBOLS 1 Building body 1a Outer wall 2 Blow-through 4 Bearing wall 5 Pillar part 6,16 Beam part 7 First structural panel 8 Magusa 9 Second structural panel

Claims (3)

建物本体の外周角部に、この外周角部を切り欠かいてなる吹抜けが形成されており、
前記吹抜けを挟んで直交配置されている２つの外壁の前記吹抜け側の側端部には、前記２つの外壁にそれぞれ直交する耐力壁が前記吹抜けの上下方向に延在し、かつ前記外壁の外側に突出するようにして固定されており、
前記建物本体の外周角部の外側には、柱部が前記吹抜けの上下方向に延在して立設されており、
前記２つの耐力壁と前記柱部とが梁部によって連結されており、
前記梁部は、鉛直に設けられた第１構造用パネルと、この第１構造用パネルと平行に配置されたマグサと、水平に設けられるとともに前記第１構造用パネルおよびマグサに設置された第２構造用パネルによって構成されていることを特徴とする建物。 In the outer peripheral corner of the building body, a blow-off formed by cutting out the outer peripheral corner is formed,
A bearing wall perpendicular to each of the two outer walls extends in the up-down direction of the two outer walls at the side end portions of the two outer walls arranged orthogonally across the blow-out, and is outside the outer wall. It is fixed so that it protrudes to
On the outside of the outer peripheral corner of the building body, a pillar portion is erected and extends in the vertical direction of the atrium.
The two load-bearing walls and the column part are connected by a beam part ,
The beam portion includes a first structural panel provided vertically, a magsa disposed in parallel with the first structural panel, and a horizontal structure and a first structural panel provided on the first structural panel and the magsa. A building characterized by comprising two structural panels . 請求項１に記載の建物において、
前記梁部は前記建物本体の上下方向に所定間隔で複数設けられていることを特徴とする建物。 In the building according to claim 1,
A plurality of the beam portions are provided at predetermined intervals in the vertical direction of the building body. 請求項１または２に記載の建物において、
前記柱部は構造用木質パネルで四角筒状に形成されていることを特徴とする建物。 In the building according to claim 1 or 2 ,
2. The building according to claim 1, wherein the pillar portion is formed of a structural wood panel in a square cylinder shape.
JP2006194081A 2006-07-14 2006-07-14 building Expired - Fee Related JP4926583B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006194081A JP4926583B2 (en) 2006-07-14 2006-07-14 building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006194081A JP4926583B2 (en) 2006-07-14 2006-07-14 building

Publications (2)

Publication Number Publication Date
JP2008019672A JP2008019672A (en) 2008-01-31
JP4926583B2 true JP4926583B2 (en) 2012-05-09

Family

ID=39075835

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006194081A Expired - Fee Related JP4926583B2 (en) 2006-07-14 2006-07-14 building

Country Status (1)

Country Link
JP (1) JP4926583B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7165302B2 (en) * 2018-06-28 2022-11-04 積水ハウス株式会社 housing

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11107367A (en) * 1997-09-30 1999-04-20 Sumitomo Forestry Co Ltd Frame structure of residence
JP4689952B2 (en) * 2003-10-08 2011-06-01 ミサワホーム株式会社 building
JP4118228B2 (en) * 2003-11-25 2008-07-16 エス・バイ・エル株式会社 Pillar
JP2005307509A (en) * 2004-04-20 2005-11-04 Misawa Homes Co Ltd Building

Also Published As

Publication number Publication date
JP2008019672A (en) 2008-01-31

Similar Documents

Publication Publication Date Title
JP2006257778A (en) Unit type building and building unit
JP4926583B2 (en) building
JP5159821B2 (en) Bearing wall construction method for wooden framed buildings
JP3128720U (en) Seismic opening frame using wooden members attached to a wooden frame
JP7101154B2 (en) Skip floor support structure and construction method
JP2017066666A (en) Bearing wall panel and bearing wall panel system
JP5312163B2 (en) Unit building
JP5922345B2 (en) Face lattice wall structure and wooden building
JP2774058B2 (en) Three-storey unit building
JP5043315B2 (en) Building wall construction method
JP4432845B2 (en) Axle structure of blow-off opening
WO2021245737A1 (en) Framework structure for wellhole opening portion
JP3072284B2 (en) Architectural metal frame panel body and its construction method
US20150143764A1 (en) Framework wall structure, building and framework wall construction method
JP2007262771A (en) Aseismatic reinforcement structure
JP2008196264A (en) Structure of balcony
JP4011574B2 (en) Bearing wall
JP2020117891A (en) Building unit
JP3571485B2 (en) Insulation inner wall foundation method of window opening
JP2007308957A (en) Open ceiling reinforcing structure
JP4923113B2 (en) building
JP2003082791A (en) Wall having opening part
JP4796403B2 (en) building
JP4007953B2 (en) Building construction method
JP2020190170A (en) Building structure

Legal Events

Date Code Title Description
A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A712

Effective date: 20080122

RD04 Notification of resignation of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7424

Effective date: 20080219

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20090323

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110823

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20111019

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: 20120124

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120208

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150217

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4926583

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees