JP7307600B2 - building - Google Patents

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JP7307600B2
JP7307600B2 JP2019112790A JP2019112790A JP7307600B2 JP 7307600 B2 JP7307600 B2 JP 7307600B2 JP 2019112790 A JP2019112790 A JP 2019112790A JP 2019112790 A JP2019112790 A JP 2019112790A JP 7307600 B2 JP7307600 B2 JP 7307600B2
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piping
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将児 爰野
雅史 鈴木
拓郎 沢田
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Takenaka Corp
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本発明は、柱と梁等からなる複数の架構部が備えられている建物に関する。 BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building provided with a plurality of structural parts made up of columns, beams, and the like.

特許文献1には、少なくとも一対の第1架構部と、それら一対の第1架構部の間に配置される第2架構部とが、平面視で第1方向に並ぶ状態で備えられている建物において、第2架構部における第1方向に延びる第1方向梁の梁長方向中間部を省略し、その第1方向梁の梁長方向中間部を省略した領域に第2方向に沿って設備配管を配置可能な第2方向設備配管スペースを形成する点が開示されている。
また、特許文献2には、同種構造の建物において、第2架構部における第1方向に延びる第1方向梁を無くし、その第1方向梁を無くした領域に第2方向設備配管スペースを形成する点が開示されている。
Patent Document 1 discloses a building in which at least a pair of first frame portions and a second frame portion disposed between the pair of first frame portions are arranged in a first direction in a plan view. In the second frame portion, the middle part in the beam length direction of the first direction beam extending in the first direction is omitted, and the equipment piping is installed along the second direction in the region where the middle part in the beam length direction of the first direction beam is omitted It is disclosed to form a second directional facility piping space in which a .
Further, in Patent Document 2, in a building with the same type of structure, the first direction beam extending in the first direction in the second frame part is eliminated, and the second direction equipment piping space is formed in the area where the first direction beam is eliminated. points are disclosed.

特開2017-115494号公報JP 2017-115494 A 特開2002-097715号公報JP-A-2002-097715

上記特許文献1、2に記載の建物では、天井裏空間等の直上のスラブの下方空間において、第2方向設備配管スペースを通じて第2方向に沿って設備配管を自由に設置できるものの、第1方向に沿って設備配管を配置するためには、事後的に、第2方向に沿って延びる第2方向梁に設備配管を挿通させるための挿通穴を貫通形成しなければならい。しかしながら、第2方向梁に対して形成可能な挿通穴の個数や位置には制限があるので、第2方向に沿っては設備配管を自由に設置できない。その結果、設備配管ルートの設定自由度が低いという問題がある。
この実情に鑑み、本発明の主たる課題は、第1方向及び第2方向に沿って設備配管を自由に設置できる設備配管ルートの設定自由度の高い建物を提供する点にある。
In the buildings described in Patent Documents 1 and 2, in the space below the slab directly above the ceiling space, etc., although the equipment pipes can be freely installed along the second direction through the second direction equipment pipe space, In order to arrange the facility piping along the , an insertion hole for inserting the facility piping must be formed through the second direction beam extending along the second direction afterwards. However, since there are restrictions on the number and positions of insertion holes that can be formed in the second direction beam, equipment piping cannot be freely installed along the second direction. As a result, there is a problem that the degree of freedom in setting the facility piping route is low.
In view of this situation, a main object of the present invention is to provide a building with a high degree of freedom in setting facility piping routes in which facility piping can be freely installed along the first direction and the second direction.

本発明の第1特徴構成は、少なくとも一対の第1架構部と、前記一対の第1架構部の間に配置される第2架構部とが、平面視で第1方向に並ぶ状態で備えられている建物であって、
平面視で前記第1方向に交差する第2方向の柱スパンが、前記第1方向の柱スパンよりも小に構成され、
前記第2架構部において、前記第1方向に延びる第1方向梁の梁長方向中間部を省略し、その第1方向梁の梁長方向中間部を省略した領域に前記第2方向に沿わせて設備配管を配置可能な第2方向設備配管スペースが形成され、
前記一対の第1架構部と前記第2架構部との境界において、前記第2方向に延びる第2方向梁を無くし、その第2方向梁を無くした領域に前記第1方向に沿わせて設備配管を配置可能な第1方向設備配管スペースが形成され、
前記第2方向に並ぶ状態で建物外部側に配置される外部柱が、前記第2方向に偏平な第2方向偏平柱として構成され、
建物内部側に配置される内部柱が、前記第1方向に偏平な第1方向偏平柱として構成されている点にある。
In a first characteristic configuration of the present invention, at least a pair of first frame portions and a second frame portion disposed between the pair of first frame portions are arranged in a first direction in plan view. a building that is
A column span in a second direction that intersects the first direction in plan view is configured to be smaller than a column span in the first direction,
In the second frame portion, the intermediate portion in the beam length direction of the first direction beam extending in the first direction is omitted, and the intermediate portion in the beam length direction of the first direction beam is aligned along the second direction. A second direction equipment piping space in which equipment piping can be arranged is formed,
A second direction beam extending in the second direction is eliminated at the boundary between the pair of first frame portions and the second frame portion, and the area where the second direction beams are eliminated is provided along the first direction. A first direction facility piping space is formed in which piping can be arranged ,
The external pillars arranged on the exterior side of the building in a state of being aligned in the second direction are configured as second direction flat pillars that are flat in the second direction,
The point is that the internal pillars arranged on the inside side of the building are configured as first direction flat pillars that are flat in the first direction .

本構成によれば、第1方向設備配管スペースと第2方向設備配管スペースの両方が形成されているので、第1方向及び第2方向に沿わせて設備配管を自由に設置することができ、設備配管ルートの設定自由度の高い建物とすることができる。
しかも、第1方向設備配管スペースは、柱スパン(柱間隔)が小さくて梁を無くすことによる耐力上の影響が小さい側の第2方向で第2方向梁を無くして形成し、他方、第2方向設備配管スペースは、柱スパン(柱間隔)が大きくて梁を無くすことによる耐力上の影響が大きい側の第1方向で第1方向梁の梁長方向中間部を省略し、当該第1方向梁の少なくとも梁長方向両端部は残して形成する。そのため、第1方向設備配管スペース及び第2方向設備配管スペースを建物の所期の耐力を確保しながら形成することができ、設備配管ルートの設定自由度の高い建物を合理的に構成することができる。
According to this configuration, since both the first direction facility piping space and the second direction facility piping space are formed, the facility piping can be freely installed along the first direction and the second direction, The building can have a high degree of freedom in setting facility piping routes.
Moreover, the first-direction equipment piping space is formed by eliminating the second-direction beam in the second direction where the column span (column interval) is small and the impact on bearing strength due to elimination of the beam is small. The directional facility piping space is the first direction on the side where the column span (column interval) is large and the impact on the bearing strength due to the elimination of the beam is large. The beam is formed leaving at least both ends in the beam length direction. Therefore, the first direction facility piping space and the second direction facility piping space can be formed while ensuring the expected strength of the building, and a building with a high degree of freedom in setting the facility piping route can be rationally constructed. can.

更に、本構成によれば、柱スパンの小さい側の第2方向では、第2方向に偏平な第2方向偏平柱として構成された第2方向に並ぶ外部柱にて、第2方向梁を無くした分の水平力を適切に負担することができる。他方、柱スパンの大きい側の第1方向では、第1方向に偏平な第1方向偏平柱として構成された内部柱にて、第1方向梁の梁長方向中間部を省略した分の水平力を適切に負担することができる。よって、設備配管ルートの設定自由度の高い建物を一層合理的に構成することができる。 Furthermore, according to this configuration, in the second direction on the small column span side, the second direction beams are eliminated in the external columns arranged in the second direction, which are configured as second direction flat columns that are flat in the second direction. It is possible to appropriately bear the horizontal force for the amount of the load. On the other hand, in the first direction on the large column span side, the internal column configured as a first direction flat column that is flat in the first direction has a horizontal force corresponding to the amount of the beam length direction intermediate part of the first direction beam that is omitted. can be borne appropriately. Therefore, it is possible to more rationally construct a building with a high degree of freedom in setting facility piping routes.

本発明の第特徴構成は、前記一対の第1架構部に居室が構成され、且つ、前記第2架構部に廊下が構成されている点にある。 A second characteristic configuration of the present invention resides in that a living room is formed in the pair of first frame portions, and a corridor is formed in the second frame portion.

本構成によれば、第1方向で廊下の両側に居室が構成された中廊下型の建物を構成することができる。そして、廊下に第2方向に沿って設備配管(例えば、各居室に共通の設備配管)を設置し、且つ、その廊下から廊下の両側の居室に第1方向に沿って設備配管(例えば、居室毎の個別の設備配管)を設置することで、中廊下型の建物に特に適した設備配管ルートを設定することができる。 According to this configuration, it is possible to construct a middle corridor type building in which living rooms are configured on both sides of the corridor in the first direction. Then, equipment piping (for example, equipment piping common to each living room) is installed in the corridor along the second direction, and equipment piping (for example, living room By installing individual equipment piping for each building, it is possible to set equipment piping routes that are particularly suitable for buildings with central corridors.

本発明の建物の各階の主要な構造部分を示す斜視図A perspective view showing the main structural parts of each floor of the building of the present invention. 本発明の建物の主要な構造部分を示す平面配置図Plan view showing the main structural parts of the building of the present invention 図2のIII-III線断面図III-III line sectional view of FIG. 図2のIV-IV線断面図IV-IV line sectional view of FIG. 本発明の建物の間取りを示す平面配置図Plan view showing the floor plan of the building of the present invention

本発明の建物の実施形態を図面に基づいて説明する。
図1~図4は、本発明の建物Bの主要な構造部分を示し、柱10や大梁20、スラブ30、耐力壁40等を表し、間仕切り壁50やガラス窓60等は省略している。図5は、本発明の建物Bの間取りを示し、柱10に加えて間仕切り壁50やガラス窓60等を表している。
An embodiment of a building of the present invention will be described based on the drawings.
1 to 4 show the main structural parts of the building B of the present invention, showing columns 10, girders 20, slabs 30, load-bearing walls 40, etc., and omitting partition walls 50, glass windows 60, etc. FIG. FIG. 5 shows the floor plan of the building B of the present invention, showing partition walls 50, glass windows 60, etc. in addition to the pillars 10. As shown in FIG.

図1に示すように、建物Bは、複数の柱10と柱10同士の間に設けられる複数の大梁20とを有する架構構造が用いられている。図3、図4に示すように、建物Bにおける各階の架構構造の上部にスラブ30が備えられている。また、各階の架構構造には、水平力に抵抗するための耐力壁40(図1参照)等が適宜に備えられている。本実施形態では、柱10や大梁20、スラブ30、耐力壁40等は鉄筋コンクリート造にて構成されている。 As shown in FIG. 1, the building B uses a frame structure having a plurality of pillars 10 and a plurality of large beams 20 provided between the pillars 10 . As shown in FIGS. 3 and 4, a slab 30 is provided on the upper part of the frame structure of each floor of the building B. As shown in FIGS. In addition, the frame structure of each floor is appropriately provided with load-bearing walls 40 (see FIG. 1) and the like for resisting horizontal force. In this embodiment, the columns 10, the large beams 20, the slabs 30, the load-bearing walls 40, etc. are made of reinforced concrete.

そして、建物Bには、少なくとも一対の第1架構部K1と、当該一対の第1架構部K1の間に配置される第2架構部K2とが、平面視でX方向(図2中の左右方向、第1方向に相当する)に並ぶ状態で備えられている。一対の第1架構部K1は、建物BにおけるX方向の両端側に分けて配置され、第2架構部K2は、建物BにおけるX方向の中央側に配置されている。第1架構部K1及び第2架構部K2は、平面視でX方向に直交(交差の一例)するY方向(図2中の上下方向、第2方向に相当する)の全長に亘って備えられている。この建物Bでは、Y方向の柱スパン(柱間隔)が、X方向の柱スパン(柱間隔)よりも小に構成されている。 In addition, in the building B, at least a pair of first frame portions K1 and a second frame portion K2 arranged between the pair of first frame portions K1 are arranged in the X direction (left and right in FIG. 2) in a plan view. direction (corresponding to the first direction). The pair of first frame sections K1 are arranged separately on both ends of the building B in the X direction, and the second frame section K2 is arranged on the center side of the building B in the X direction. The first frame portion K1 and the second frame portion K2 are provided over the entire length of the Y direction (corresponding to the vertical direction in FIG. 2, which corresponds to the second direction) orthogonal to the X direction (an example of crossing) in plan view. ing. In this building B, the column span (column interval) in the Y direction is smaller than the column span (column interval) in the X direction.

第1架構部K1は、図2~図4に示すように、Y方向に並ぶ状態で建物外部側に配置される複数の外部柱11と、Y方向で隣り合う外部柱11同士に亘る大梁20としてのY方向梁(第2方向梁に相当する)21Yと、当該外部柱11にX方向で隣接して建物内部側に配置される内部柱12と、それら外部柱11と内部柱12とに亘る大梁20としての第1のX方向梁(第1方向梁の一例)22Xと、を備えて構成されている。 As shown in FIGS. 2 to 4, the first frame portion K1 includes a plurality of external pillars 11 arranged on the exterior side of the building in a state of being aligned in the Y direction, and a large beam 20 extending between the external pillars 11 adjacent in the Y direction. Y-direction beams (corresponding to second-direction beams) 21Y as , internal pillars 12 adjacent to the external pillars 11 in the X direction and arranged inside the building, and the external pillars 11 and the internal pillars 12 and a first X-direction beam (an example of a first-direction beam) 22X as the girders 20 extending across.

そして、一対の第1架構部K1と第2架構部K2との境界において、Y方向で隣り合う内部柱12同士の間のY方向梁を無くし、そのY方向梁を無くした領域S2にX方向に沿わせて設備配管Hを配置可能なX方向設備配管スペース(第1方向配管スペースに相当する)SXが形成されている。
そのため、天井裏空間等のスラブ30の下方空間において、X方向設備配管スペースSXを通じてX方向に沿わせて設備配管H(図4参照)を設置することができ、X方向に延びる設備配管ルートR(図2参照)を設定することができる。
Then, at the boundary between the pair of first frame portion K1 and the second frame portion K2, the Y-direction beams between the inner columns 12 adjacent in the Y-direction are eliminated, and the Y-direction beams are eliminated in the region S2 in the X-direction. An X-direction equipment pipe space (corresponding to a first-direction pipe space) SX is formed along which the equipment pipe H can be arranged.
Therefore, in the space below the slab 30 such as the ceiling space, the equipment piping H (see FIG. 4) can be installed along the X direction through the X-direction equipment piping space SX, and the equipment piping route R extending in the X direction can be installed. (see FIG. 2) can be set.

第2架構部K2は、図2、図3に示すように、X方向で隣り合う一対の内部柱12と、当該一対の内部柱12の間に配置されてX方向に延びる第2のX方向梁23X、とを備えて構成されている。
そして、この第2架構部K2では、第2のX方向梁23Xの梁長方向中間部を省略し、その第2のX方向梁23Xの梁長方向中間部を省略した領域S1にY方向に沿わせて設備配管Hを配置可能なY方向設備配管スペース(第2方向設備配管スペース)SYが形成されている。第2のX方向梁23Xは、一対の内部柱12の各々からX方向に沿って建物内部側に張り出す一対の張り出し梁23aからなり、梁長方向中間部を無くした梁構造として構成されている。
そのため、天井裏空間等のスラブ30の下方空間において、Y方向設備配管スペースSYを通じてY方向に沿わせて設備配管H(図3参照)を設置することができ、Y方向に延びる設備配管ルートR(図2参照)を設定することができる。
As shown in FIGS. 2 and 3, the second frame portion K2 includes a pair of internal columns 12 adjacent in the X direction, and a second X-direction column disposed between the pair of internal columns 12 and extending in the X direction. beams 23X.
In the second frame portion K2, the beam length direction intermediate portion of the second X-direction beam 23X is omitted, and the beam length direction intermediate portion of the second X-direction beam 23X is omitted in the region S1 in the Y direction. A Y-direction facility piping space (second-direction facility piping space) SY along which the facility piping H can be arranged is formed. The second X-direction beams 23X are composed of a pair of projecting beams 23a projecting toward the inside of the building along the X direction from each of the pair of internal pillars 12, and are configured as a beam structure without intermediate portions in the beam length direction. there is
Therefore, in the space below the slab 30 such as the ceiling space, the equipment pipe H (see FIG. 3) can be installed along the Y direction through the Y-direction equipment pipe space SY, and the equipment pipe route R extending in the Y direction (see FIG. 2) can be set.

このように、X方向設備配管スペースSX及びY方向設備配管スペースSYの両方がスラブ30の下方空間に形成されているので、X方向及びY方向に沿わせて設備配管Hを自由に設置することができ、設備配管ルートRの設定自由度の高い建物Bとすることができる。 In this way, both the X-direction facility piping space SX and the Y-direction facility piping space SY are formed in the space below the slab 30, so that the facility piping H can be freely installed along the X and Y directions. , and the building B can have a high degree of freedom in setting the facility piping route R.

しかも、X方向設備配管スペースSXは、柱スパンが小さくて大梁20を無くすことによる耐力上の影響が小さい側のY方向でY方向梁を無くして形成し、他方、Y方向設備配管スペースSYは、柱スパンが大きくて大梁20を無くすことによる耐力上の影響が大きい側のX方向で第2のX方向梁23Xの梁長方向中間部を省略し、当該X方向梁23Xの少なくとも梁長方向両端部は残して形成する。
そのため、建物Bにおける所期の耐力を確保しながら両設備配管スペースSX,SYを形成することができ、設備配管ルートRの設定自由度の高い建物Bを合理的に構成することができる。
Moreover, the X-direction facility piping space SX is formed by eliminating the Y-direction beam in the Y direction, which has a small column span and is less affected by eliminating the large beam 20, and on the other hand, the Y-direction facility piping space SY is formed. , the middle part in the beam length direction of the second X-direction beam 23X is omitted in the X direction on the side where the column span is large and the influence on the bearing strength by eliminating the large beam 20 is large, and at least in the beam length direction of the X-direction beam 23X Both ends are formed.
Therefore, both the facility piping spaces SX and SY can be formed while ensuring the desired bearing strength in the building B, and the building B with a high degree of freedom in setting the facility piping route R can be rationally constructed.

更に、この建物Bでは、Y方向に並ぶ状態で建物外部側に配置される外部柱11が、第2方向に偏平なY方向偏平柱(第2方向偏平柱に相当する)として構成されている。例えば、外部柱11の断面形状は、長辺をY方向に配置して短辺をX方向に配置したY方向に長い長方形状に構成されている。 Furthermore, in this building B, the external pillars 11 arranged on the exterior side of the building in a state of being aligned in the Y direction are configured as Y-direction flat pillars (corresponding to second-direction flat pillars) that are flat in the second direction. . For example, the cross-sectional shape of the external column 11 is formed in a rectangular shape elongated in the Y direction, with the long sides arranged in the Y direction and the short sides arranged in the X direction.

また、建物内部側に配置される内部柱12が、X方向に偏平なX方向偏平柱(第1方向偏平柱に相当する)として構成されている。例えば、内部柱12の断面形状は、長辺をX方向に配置して短辺をY方向に配置したX方向に長い長方形状に構成されている。 In addition, the internal pillars 12 arranged inside the building are configured as X-direction flat pillars (corresponding to first-direction flat pillars) that are flat in the X direction. For example, the cross-sectional shape of the internal column 12 is formed in a rectangular shape elongated in the X direction, with the long sides arranged in the X direction and the short sides arranged in the Y direction.

そのため、柱スパンの小さい側のY方向では、Y方向偏平柱として構成された外部柱11にて、Y方向梁を無くした分の水平力を適切に負担することができる。他方、柱スパンの大きい側のX方向では、X方向偏平柱として構成された内部柱12にて、第2のX方向梁23Xの梁長方向中間部を省略した分の水平力を適切に負担することができる。 Therefore, in the Y direction where the column span is small, the external column 11 configured as the Y direction flat column can appropriately bear the horizontal force corresponding to the elimination of the Y direction beam. On the other hand, in the X direction where the column span is large, the internal column 12 configured as the X direction flat column appropriately bears the horizontal force corresponding to the omission of the beam length direction intermediate portion of the second X direction beam 23X. can do.

なお、この建物Bでは、図1に示すように、柱スパンの大きい側のX方向の水平力を負担するように、X方向に沿って耐力壁40を備えさせることができる。また、柱スパンの小さい側のY方向の水平力を負担するようにY方向梁21Yを、梁幅を通常よりも小にして梁せいを通常よりも大にしたウォールガーターとして構成することができる。 In this building B, as shown in FIG. 1, load-bearing walls 40 can be provided along the X direction so as to bear the horizontal force in the X direction on the side with the larger column span. In addition, the Y-direction beam 21Y can be configured as a wall garter with a beam width smaller than usual and a beam height larger than usual so as to bear the horizontal force in the Y direction on the side with the smaller column span. .

そして、この建物Bは、図5に示すように、間仕切り壁50やガラス窓60等にて平面的に区画することにより、X方向において廊下(Y方向に延びる廊下)の両側に居室が構成された中廊下型の建物Bとして好適に構成することができる。
この場合、例えば、一対の第1架構部K1に居室が構成され、第2架構部K2に廊下が構成される。図5に示す例では、第1架構部K1の全部と第2架構部K2のX方向端部を含む領域に居室が区画形成され、第2架構部K2のX方向中間部(Y方向設備配管スペースSY(図1参照)の形成箇所)に廊下が区画形成される。
In this building B, as shown in FIG. 5, living rooms are formed on both sides of a corridor in the X direction (corridor extending in the Y direction) by partitioning the building in plan view with partition walls 50, glass windows 60, and the like. It can be suitably configured as a central corridor type building B.
In this case, for example, a living room is formed by a pair of first frame parts K1, and a corridor is formed by the second frame part K2. In the example shown in FIG. 5, a living room is defined in a region including the entire first frame K1 and the X-direction end of the second frame K2, and the X-direction intermediate portion of the second frame K2 (Y-direction equipment piping) A corridor is formed at the formation location of the space SY (see FIG. 1).

このようにすれば、該当階の天井裏空間等の直上のスラブ30の下方空間において、図1及び図5に示すように、Y方向に延びる廊下に沿って各居室に共通の設備配管(図示省略)を設置し、且つ、その廊下から廊下両側の居室に向かってX方向に沿って居室毎の個別の設備配管(図示省略)を設置するなど、中廊下型の建物Bに特に適した設備配管ルートRを設定することができる。 In this way, in the space below the slab 30 directly above, such as the space above the ceiling of the floor, as shown in FIGS. (omitted)), and install individual equipment piping (not shown) for each living room along the X direction from the corridor toward the living rooms on both sides of the corridor. A piping route R can be set.

〔別実施形態〕
本発明の他の実施形態について説明する。尚、以下に説明する各実施形態の構成は、それぞれ単独で適用することに限らず、他の実施形態の構成と組み合わせて適用することも可能である。
[Another embodiment]
Another embodiment of the present invention will be described. It should be noted that the configuration of each embodiment described below is not limited to being applied alone, and can be applied in combination with the configurations of other embodiments.

(1)上記実施形態では、梁長方向中間部が省略された第2のX方向梁23Xが、梁長方向中間部にて分断された一対の張り出し梁23aにて梁長方向中間部を無くした梁構造として構成されている場合を例に示したが、例えば、梁長方向中間部における上方部位を残して下方部分のみを省略したハンチ梁にて梁長方向中間部の下方部分のみを無くした梁構造として構成されていてもよい。 (1) In the above-described embodiment, the second X-direction beam 23X with its intermediate portion in the beam length direction omitted is replaced by a pair of projecting beams 23a separated at the intermediate portion in the beam length direction. For example, a haunch beam in which only the lower part is omitted while leaving the upper part in the middle part in the beam length direction is omitted. It may be configured as a beam structure that

(2)上記実施形態では、建物Bが、X方向において廊下の両側に居室が構成された中廊下型の建物として構成される場合を例に示したが、中廊下型以外の各種のタイプの建物として構成することができる。 (2) In the above embodiment, the building B is configured as a central corridor type building in which living rooms are configured on both sides of the corridor in the X direction. It can be configured as a building.

B 建物
H 設備配管
K1 第1架構部
K2 第2架構部
10 柱
11 外部柱
12 内部柱
20 大梁(梁)
21Y Y方向梁(第2方向梁)
22X 第1のX方向梁(第1方向梁)
23X 第2のX方向梁(第1方向梁)
SX X方向設備配管スペース
SY Y方向設備配管スペース

B Building H Facility piping K1 First frame K2 Second frame 10 Column 11 External column 12 Internal column 20 Large beam (beam)
21Y Y direction beam (second direction beam)
22X first X-direction beam (first direction beam)
23X Second X direction beam (first direction beam)
SX X direction equipment piping space SY Y direction equipment piping space

Claims (2)

少なくとも一対の第1架構部と、前記一対の第1架構部の間に配置される第2架構部とが、平面視で第1方向に並ぶ状態で備えられている建物であって、
平面視で前記第1方向に交差する第2方向の柱スパンが、前記第1方向の柱スパンよりも小に構成され、
前記第2架構部において、前記第1方向に延びる第1方向梁の梁長方向中間部を省略し、その第1方向梁の梁長方向中間部を省略した領域に前記第2方向に沿わせて設備配管を配置可能な第2方向設備配管スペースが形成され、
前記一対の第1架構部と前記第2架構部との境界において、前記第2方向に延びる第2方向梁を無くし、その第2方向梁を無くした領域に前記第1方向に沿わせて設備配管を配置可能な第1方向設備配管スペースが形成され、
前記第2方向に並ぶ状態で建物外部側に配置される外部柱が、前記第2方向に偏平な第2方向偏平柱として構成され、
建物内部側に配置される内部柱が、前記第1方向に偏平な第1方向偏平柱として構成されている建物。
A building in which at least a pair of first frame parts and a second frame part arranged between the pair of first frame parts are arranged side by side in a first direction in plan view,
A column span in a second direction that intersects the first direction in plan view is configured to be smaller than a column span in the first direction,
In the second frame portion, the intermediate portion in the beam length direction of the first direction beam extending in the first direction is omitted, and the intermediate portion in the beam length direction of the first direction beam is aligned along the second direction. A second direction equipment piping space in which equipment piping can be arranged is formed,
A second direction beam extending in the second direction is eliminated at the boundary between the pair of first frame portions and the second frame portion, and the area where the second direction beams are eliminated is provided along the first direction. A first direction facility piping space is formed in which piping can be arranged ,
The external pillars arranged on the exterior side of the building in a state of being aligned in the second direction are configured as second direction flat pillars that are flat in the second direction,
A building in which an internal pillar arranged on the inside side of the building is configured as a first direction flat pillar that is flat in the first direction .
前記一対の第1架構部に居室が構成され、且つ、前記第2架構部に廊下が構成されている請求項記載の建物。 2. The building according to claim 1 , wherein the pair of first frame parts constitute living rooms, and the second frame part constitutes a corridor.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001303709A (en) 2000-04-20 2001-10-31 Shimizu Corp Building
JP2001329610A (en) 2000-05-23 2001-11-30 Shimizu Corp Skeleton structure of building

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5754640A (en) * 1980-09-17 1982-04-01 Kajima Corp Building structure
JPS6259738A (en) * 1985-09-10 1987-03-16 清水建設株式会社 Multi-staired multiple dwelling house
JPH0452323Y2 (en) * 1986-09-18 1992-12-09

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001303709A (en) 2000-04-20 2001-10-31 Shimizu Corp Building
JP2001329610A (en) 2000-05-23 2001-11-30 Shimizu Corp Skeleton structure of building

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