JP2018159243A - building - Google Patents

building Download PDF

Info

Publication number
JP2018159243A
JP2018159243A JP2017058021A JP2017058021A JP2018159243A JP 2018159243 A JP2018159243 A JP 2018159243A JP 2017058021 A JP2017058021 A JP 2017058021A JP 2017058021 A JP2017058021 A JP 2017058021A JP 2018159243 A JP2018159243 A JP 2018159243A
Authority
JP
Japan
Prior art keywords
building
floor
wall panel
wall
lower floor
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.)
Granted
Application number
JP2017058021A
Other languages
Japanese (ja)
Other versions
JP6916016B2 (en
Inventor
田中　潔
Kiyoshi Tanaka
潔 田中
智代 清水
Tomoyo Shimizu
智代 清水
正浩 木口
Masahiro Kiguchi
正浩 木口
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.)
Daiwa House Industry Co Ltd
Original Assignee
Daiwa House Industry 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 Daiwa House Industry Co Ltd filed Critical Daiwa House Industry Co Ltd
Priority to JP2017058021A priority Critical patent/JP6916016B2/en
Publication of JP2018159243A publication Critical patent/JP2018159243A/en
Application granted granted Critical
Publication of JP6916016B2 publication Critical patent/JP6916016B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To increase the height of the ceiling while securing the strength of the structural frame.SOLUTION: A building 1 has an upper floor 2 and a lower floor 3. The building 1 includes a column 4 extending in the vertical direction and disposed in the lower floor 3, a first beam 5 supported by the column 4, and a second beam 6 for supporting a floor 2A of the upper floor 2 fixed on the first beam 5. The ceiling member of the lower floor 3 is supported by the second beam 6. The building 1 includes an outer wall panel 12A and an outer wall panel 12B which are outer walls of the upper floor 2 and the lower floor 3. A joining portion 13 between the outer wall panel 12A and the outer wall panel 12B is at a position overlapping in the vertical direction with the range from the upper end of the second beam 6 to the lower end of the first beam 5.SELECTED DRAWING: Figure 1

Description

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

建物の天井を構築する際に、例えば桟木からなる天井パネル等の下地材を梁の下方位置に配置し、石膏ボード等の天井板を下地材の下面に固定することがある。例えば、特許文献１には、梁に取り付けた吊り金物を利用して、下地材を梁に吊り下げて支持することが開示されている。
また、天井パネルが取り付けられる梁は、柱や耐力壁等の支持部材により支持されることが一般的である。 When constructing the ceiling of a building, for example, a base material such as a ceiling panel made of piers may be disposed below the beam, and a ceiling plate such as a gypsum board may be fixed to the lower surface of the base material. For example, Patent Document 1 discloses that a base material is suspended and supported by a beam using a hanging hardware attached to the beam.
Moreover, it is common that the beam to which the ceiling panel is attached is supported by a support member such as a column or a load bearing wall.

特開平８−２７０１３５号公報JP-A-8-270135

ところで、上記の従来構造において、天井高を上げる場合には、柱等の支持部材を長くすることが考えられる。しかしながら、単純に支持部材を長くすることで天井高を上げると、構造躯体に十分な強度が確保できない虞があった。   By the way, in the above conventional structure, when raising the ceiling height, it is conceivable to lengthen the support members such as pillars. However, if the ceiling height is raised simply by elongating the support member, there is a possibility that sufficient strength cannot be secured for the structural frame.

本発明は上記の課題に鑑みてなされたものであって、その目的は、構造躯体の強度を確保しつつ天井高を上げることができる建物を提供することにある。   This invention is made | formed in view of said subject, The objective is to provide the building which can raise ceiling height, ensuring the intensity | strength of a structural frame.

前記課題は、本発明に係る建物によれば、上階と下階を有する建物であって、前記下階に配置される、上下方向に延出する支持部材と、前記支持部材により支持される第１の梁と、前記第１の梁の上に固定される、前記上階の床を支持するための第２の梁と、を備え、前記下階の天井部材が前記第２の梁により支持されることにより解決される。
上記の建物によれば、支持部材を長くすることなく、下階の天井高を上げることができる。これにより、構造躯体の強度を確保したまま天井高を上げることができる。 According to the building according to the present invention, the subject is a building having an upper floor and a lower floor, and is supported by the support member disposed on the lower floor and extending vertically. A first beam, and a second beam fixed on the first beam for supporting the upper floor, wherein the lower floor ceiling member is formed by the second beam. It is solved by being supported.
According to said building, the ceiling height of a lower floor can be raised, without lengthening a supporting member. Thereby, ceiling height can be raised, ensuring the intensity | strength of a structural frame.

また、上記の建物において、前記上階と前記下階の外壁となる、第１の外壁部と第２の外壁部を備え、前記第１の外壁部と前記第２の外壁部の接合部は、前記第１の梁の下端から前記第２の梁の上端までの範囲と上下方向で重なる位置にあると好適である。
こうすることで、第１の外壁部と第２の外壁部のそれぞれに第１の梁と第２の梁が対向するように配置可能なため、第１の外壁部と第２の外壁部を建物の躯体に取り付けしやすくなる。 Further, in the above building, the first and second outer walls, which are the outer walls of the upper floor and the lower floor, include a first outer wall section and a second outer wall section. It is preferable that the distance between the lower end of the first beam and the upper end of the second beam overlaps in the vertical direction.
By doing so, the first outer wall portion and the second outer wall portion can be arranged so that the first beam and the second beam face each other, so that the first outer wall portion and the second outer wall portion are It becomes easy to attach to the building frame.

また、上記の建物において、前記第１の外壁部と前記第２の外壁部が略同じサイズであると好適である。
こうすることで、第１の外壁部と第２の外壁部を共通化することができる。 In the building described above, it is preferable that the first outer wall portion and the second outer wall portion have substantially the same size.
By carrying out like this, the 1st outer wall part and the 2nd outer wall part can be made common.

また、上記の建物において、前記第１の梁と前記第２の梁の断面が略同じ形状であると好適である。
こうすることで、第１の梁と第２の梁を共通化することができる。 In the above building, it is preferable that the first beam and the second beam have substantially the same cross section.
By doing so, the first beam and the second beam can be shared.

また、上記の建物において、前記第１の梁と、前記第２の梁の上下方向の長さが異なると好適である。
こうすることで、上階の床の高さと下階の天井高を、第１の梁と第２の梁の上下方向の長さに応じて調整することができる。 In the building, it is preferable that the first beam and the second beam have different vertical lengths.
By doing so, the floor height of the upper floor and the ceiling height of the lower floor can be adjusted according to the vertical lengths of the first beam and the second beam.

また、上記の建物において、前記支持部材は、柱であり、前記第１の梁は、前記第２の梁よりも断面積が大きいと好適である。
こうすることで、第１の梁を支持する柱の配置間隔を広くすることができる。これにより、下階に大きな開口を設けることができる。 In the building described above, it is preferable that the support member is a column, and the first beam has a larger cross-sectional area than the second beam.
By doing so, the arrangement interval of the columns supporting the first beam can be widened. Thereby, a large opening can be provided on the lower floor.

本発明に係る建物によれば、構造躯体の強度を確保しつつ天井高を上げることができる。   According to the building which concerns on this invention, ceiling height can be raised, ensuring the intensity | strength of a structural frame.

第１の実施形態に係る建物の構造の要部を模式的に示す図である。It is a figure which shows typically the principal part of the structure of the building which concerns on 1st Embodiment. 第１の梁と第２の梁の支持構造を模式的に示す図である。It is a figure which shows typically the support structure of a 1st beam and a 2nd beam. 第２の梁による天井パネルの支持構造を模式的に示す図である。It is a figure which shows typically the support structure of the ceiling panel by a 2nd beam. 第１の梁の変形例を説明する図である。It is a figure explaining the modification of a 1st beam. 第２の実施形態に係る建物の構造の要部を模式的に示す図である。It is a figure which shows typically the principal part of the structure of the building which concerns on 2nd Embodiment.

以下、図１乃至図５に基づき、本発明の実施の形態（以下、実施形態）に係る建物について説明する。
なお、以下の実施形態においては、建物が２階建て住宅である場合を例として説明するが、以下に説明する例は、本発明の理解を容易にするための一例に過ぎず、本発明を限定するものではない。すなわち、以下に説明する部材の形状、寸法、配置等については、本発明の趣旨を逸脱することなく、変更、改良され得るとともに、本発明にはその等価物が含まれることは勿論である。 Hereinafter, based on FIG. 1 thru | or FIG. 5, the building which concerns on embodiment (henceforth embodiment) of this invention is demonstrated.
In the following embodiment, a case where the building is a two-story house will be described as an example. However, the example described below is merely an example for facilitating the understanding of the present invention, and the present invention will be described. It is not limited. That is, the shape, dimensions, arrangement, and the like of the members described below can be changed and improved without departing from the spirit of the present invention, and the present invention naturally includes equivalents thereof.

まず、図１乃至図３を参照しながら、本発明の第１の実施形態に係る建物１の構造について説明する。図１乃至図３の各図の概要は以下の通りである。
図１には、第１の実施形態に係る建物１の構造の要部を模式的に示しており、具体的には一階部分に当たる下階３と、二階部分に当たる上階２についての外壁、柱及び梁を含む躯体部分の縦断面図を示す。
また、図２には、柱４による第１の梁５及び第２の梁６の支持構造を模式的に示す。
また、図３には、第２の梁６による天井パネル２１の支持構造を模式的に示す。 First, the structure of the building 1 according to the first embodiment of the present invention will be described with reference to FIGS. 1 to 3. The outline of each of FIGS. 1 to 3 is as follows.
In FIG. 1, the principal part of the structure of the building 1 which concerns on 1st Embodiment is shown typically, and the outer wall about the lower floor 3 which hits the first floor part, and the upper floor 2 which hits the second floor part specifically, The longitudinal cross-sectional view of the housing | casing part containing a column and a beam is shown.
FIG. 2 schematically shows a structure for supporting the first beam 5 and the second beam 6 by the pillar 4.
FIG. 3 schematically shows the support structure of the ceiling panel 21 by the second beam 6.

図１及び図２に示されるように、建物１の基礎７には、柱４が上下方向に延出するように固定されており、柱４の下端は基礎７に取り付けられ、柱４の上端は第１の梁５に取り付けられる。
図２に示されるように、第１の梁５は所定の間隔で配置される複数の柱４により支持される。また、図２に示されるように、複数の柱４の間には筋交い８を斜めに渡すことで、柱４が補強されている。なお、柱４には、筋交い８により補強されるものと、そうでないものとが混在していることとしてよい。 As shown in FIGS. 1 and 2, the pillar 4 is fixed to the foundation 7 of the building 1 so as to extend in the vertical direction, and the lower end of the pillar 4 is attached to the foundation 7. Is attached to the first beam 5.
As shown in FIG. 2, the first beam 5 is supported by a plurality of columns 4 arranged at a predetermined interval. Further, as shown in FIG. 2, the pillars 4 are reinforced by passing the braces 8 diagonally between the plurality of pillars 4. It should be noted that the pillar 4 may be a mixture of those that are reinforced by the braces 8 and those that are not.

図１に示されるように、第１の梁５は、断面がＨ型の金属部材であり、下フランジ部５１と上フランジ部５２を有する。
同様に、第２の梁６は、断面がＨ型の金属部材であり、下フランジ部６１と上フランジ部６２を有する。
ここで、第２の梁６は、上階２の床２Ａを支持する床梁（胴差し）である。また、第２の梁６のうち、第１の梁５により支持される箇所を梁６Ａとし、それ以外の箇所を梁６Ｂとする。なお、梁６Ａと梁６Ｂとは、金具又は溶接により互いに接合されていることとする。 As shown in FIG. 1, the first beam 5 is a metal member having an H-shaped cross section, and has a lower flange portion 51 and an upper flange portion 52.
Similarly, the second beam 6 is a metal member having an H-shaped cross section, and has a lower flange portion 61 and an upper flange portion 62.
Here, the second beam 6 is a floor beam that supports the floor 2 </ b> A of the upper floor 2. Further, in the second beam 6, a portion supported by the first beam 5 is a beam 6A, and the other portions are beams 6B. The beam 6A and the beam 6B are joined to each other by metal fittings or welding.

図１及び図２に示されるように、第１の梁５の下フランジ部５１には、柱４の上端がボルト等の締結具を用いて固定され、柱４により下方から支持される。
また、梁６Ａの下フランジ部６１には、第１の梁５の上フランジ部５２がボルト等の締結具を用いて固定され、第１の梁５により下方から支持される。このようにして、柱４の上に、第１の梁５及び第２の梁６が固定される。
なお、梁６Ａの下フランジ部６１と、第１の梁５の上フランジ部５２の幅は略等しい。 As shown in FIGS. 1 and 2, the upper end of the column 4 is fixed to the lower flange portion 51 of the first beam 5 using a fastener such as a bolt, and is supported from below by the column 4.
Further, the upper flange portion 52 of the first beam 5 is fixed to the lower flange portion 61 of the beam 6A by using a fastener such as a bolt, and is supported from below by the first beam 5. In this way, the first beam 5 and the second beam 6 are fixed on the column 4.
The widths of the lower flange portion 61 of the beam 6A and the upper flange portion 52 of the first beam 5 are substantially equal.

ここで、図３に示されるように、第２の梁６の下フランジ部６１には、天井吊り具２０が所定の間隔で取り付けられている。そして、天井吊り具２０により、下階３の天井部材である天井パネル２１が保持される。
このように梁を第１の梁５及び第２の梁６の二段重ねで構成し、上段の第２の梁６により天井パネル２１が支持されるようにしたことで、下階３の天井高を上げることができる。
なお、天井パネル２１は、第２の梁６により直接的に支持される形態に限らず、第２の梁６により支持される床２Ａ等の部材に天井パネル２１を取り付けることで第２の梁６により間接的に支持されるようにしてもよい。 Here, as shown in FIG. 3, the ceiling hanger 20 is attached to the lower flange portion 61 of the second beam 6 at a predetermined interval. And the ceiling panel 21 which is a ceiling member of the lower floor 3 is hold | maintained by the ceiling hanger 20. FIG.
In this way, the beam is configured by two-stage overlapping of the first beam 5 and the second beam 6, and the ceiling panel 21 is supported by the upper second beam 6. Can raise the height.
The ceiling panel 21 is not limited to the form directly supported by the second beam 6, and the second beam 6 can be obtained by attaching the ceiling panel 21 to a member such as the floor 2 </ b> A supported by the second beam 6. 6 may be indirectly supported.

なお、本実施形態では、第１の梁５を、第２の梁６よりも上下方向において長く構成することとしている。すなわち、第１の梁５の下フランジ部５１と上フランジ部５２を接続するウェブの長さが、第２の梁６の下フランジ部６１と上フランジ部６２を接続するウェブの長さよりも長い。こうすることにより、第１の梁５の断面積が第２の梁６の断面積よりも大きくなる。この場合には、第１の梁５の強度が高くなるため、第１の梁５を支持する柱４の間隔を広く取ることができる。
もちろん、第１の梁５と第２の梁６の上下方向の長さは上記の例に限定されるものではなく、第１の梁５と第２の梁６の上下方向の長さを等しくしてもよいし、第１の梁５よりも第２の梁６の上下方向の長さを長くしてもよい。 In the present embodiment, the first beam 5 is configured to be longer than the second beam 6 in the vertical direction. That is, the length of the web connecting the lower flange portion 51 and the upper flange portion 52 of the first beam 5 is longer than the length of the web connecting the lower flange portion 61 and the upper flange portion 62 of the second beam 6. . By doing so, the cross-sectional area of the first beam 5 becomes larger than the cross-sectional area of the second beam 6. In this case, since the strength of the first beam 5 is increased, the interval between the columns 4 that support the first beam 5 can be widened.
Of course, the vertical lengths of the first beam 5 and the second beam 6 are not limited to the above example, and the vertical lengths of the first beam 5 and the second beam 6 are equal. Alternatively, the length of the second beam 6 in the vertical direction may be made longer than that of the first beam 5.

また、図１に示されるように建物１の第１の梁５と第２の梁６の外側には、建物１の外壁となる外壁パネル１２Ａ（第１の外壁部）及び外壁パネル１２Ｂ（第２の外壁部）が配置される。   As shown in FIG. 1, outside the first beam 5 and the second beam 6 of the building 1, an outer wall panel 12 </ b> A (first outer wall portion) and an outer wall panel 12 </ b> B (first wall) that are outer walls of the building 1 are provided. 2 outer wall portions).

外壁パネル１２Ａは、主に上階２の外壁を構成し、壁面となる面材１０Ａ、及び断熱材等を含むパネルフレーム１１Ａを有する。
例えば、外壁パネル１２Ａは、取付部材を介して第２の梁６に対して固定されることとする。 The outer wall panel 12A mainly constitutes the outer wall of the upper floor 2 and has a panel frame 11A including a face material 10A serving as a wall surface, a heat insulating material, and the like.
For example, the outer wall panel 12A is fixed to the second beam 6 via an attachment member.

外壁パネル１２Ｂは、主に下階３の外壁を構成し、壁面となる面材１０Ｂ、及び断熱材等を含むパネルフレーム１１Ｂを有する。
例えば、外壁パネル１２Ｂは、取付部材を介して第１の梁５に対して固定されることとする。 The outer wall panel 12B mainly constitutes the outer wall of the lower floor 3 and has a panel frame 11B including a face material 10B serving as a wall surface, a heat insulating material, and the like.
For example, the outer wall panel 12B is fixed to the first beam 5 via an attachment member.

また、外壁パネル１２Ａと外壁パネル１２Ｂの継ぎ目には、目地材からなる接合部１３が設けられる。この接合部１３は、第１の梁５と第２の梁６の少なくとも一方と上下方向において重なる位置に配される。換言すれば、接合部１３は、上下方向における、第１の梁５の下フランジ部５１（下端）から、第２の梁６の上フランジ部６２（上端）までの範囲と重なる位置に配される。   Further, a joint portion 13 made of a joint material is provided at the joint between the outer wall panel 12A and the outer wall panel 12B. The joint portion 13 is disposed at a position overlapping with at least one of the first beam 5 and the second beam 6 in the vertical direction. In other words, the joint portion 13 is arranged at a position overlapping with a range from the lower flange portion 51 (lower end) of the first beam 5 to the upper flange portion 62 (upper end) of the second beam 6 in the vertical direction. The

以上説明した建物１では、下階３に配置される、上下方向に延出する柱４と、柱４により支持される第１の梁５と、第１の梁５の上に固定される、上階２の床２Ａを支持するための第２の梁６と、を備え、第２の梁６に下階３の天井パネル２１が取り付けられる。
こうすることで、柱４を長くすることなく、梁を二段重ねにして天井パネル２１を取り付ける位置を高くすることで、下階３の天井高を上げることができる。このように、柱４で高さを増すのではなく、強度の高い梁により高さを増すようにしたことで、建物１の構造躯体の強度を確保したまま下階３の天井高を上げることができる。 In the building 1 described above, the column 4 that is arranged on the lower floor 3 and extends in the vertical direction, the first beam 5 supported by the column 4, and the first beam 5 are fixed. A second beam 6 for supporting the floor 2A of the upper floor 2, and the ceiling panel 21 of the lower floor 3 is attached to the second beam 6.
By doing so, the ceiling height of the lower floor 3 can be increased by elevating the position where the ceiling panel 21 is attached by stacking the beams in two tiers without lengthening the pillar 4. In this way, the height of the lower floor 3 is increased while ensuring the strength of the structural frame of the building 1 by increasing the height by using a high-strength beam instead of increasing the height by the pillar 4. Can do.

また、建物１において、上階２と下階３の外壁となる外壁パネル１２Ａと外壁パネル１２Ｂの接合部１３は、第１の梁５の上端から第２の梁６の下端までの範囲と上下方向で重なる位置にある。
こうすることで、外壁パネル１２Ａと外壁パネル１２Ｂのそれぞれに第１の梁５と第２の梁６とが対向するように配置可能なため、外壁パネル１２Ａと外壁パネル１２Ｂを建物１物の躯体に取り付けしやすくなる。 In the building 1, the joint portion 13 between the outer wall panel 12 </ b> A and the outer wall panel 12 </ b> B, which are the outer walls of the upper floor 2 and the lower floor 3, is in the range from the upper end of the first beam 5 to the lower end of the second beam 6. Overlapping position.
In this way, the outer wall panel 12A and the outer wall panel 12B can be arranged so that the first beam 5 and the second beam 6 face each other. Easy to attach to.

また、建物１において、第１の梁５と、第２の梁６の上下方向の長さを異なるようにすることで、上階２の床の高さと下階３の天井高を、第１の梁５と第２の梁６の上下方向の長さに応じて調整することができる。   Further, in the building 1, the first beam 5 and the second beam 6 have different vertical lengths, so that the floor height of the upper floor 2 and the ceiling height of the lower floor 3 can be set to the first height. The beam 5 and the second beam 6 can be adjusted according to the length in the vertical direction.

また、建物１において、第１の梁５を第２の梁６よりも断面積が大きく構成することで、第１の梁５を支持する柱４の配置間隔を広くすることができる。これにより、下階３に大きな開口を設けることができる。   In the building 1, the first beam 5 is configured to have a larger cross-sectional area than the second beam 6, so that the arrangement interval of the columns 4 that support the first beam 5 can be widened. Thereby, a large opening can be provided in the lower floor 3.

なお、上記の実施形態では、図２に示されるように、第１の梁５は、梁６Ａの下部において梁６Ａの全体に渡って設けられる例について示したが、これに限定されるものではない。
例えば、図４に示されるように、第１の梁５を少なくとも柱４の上方に設け、梁６Ａの全体に渡っては設けなくともよい。 In the above-described embodiment, as shown in FIG. 2, the first beam 5 is provided over the entire beam 6A in the lower portion of the beam 6A. However, the present invention is not limited to this. Absent.
For example, as shown in FIG. 4, the first beam 5 may be provided at least above the column 4 and may not be provided over the entire beam 6A.

次に、図５を参照しながら、第２の実施形態に係る建物１Ａについて説明する。第２の実施形態に係る建物１Ａは、外壁パネル１２Ａのパネルフレーム１１Ａと、外壁パネル１２Ｂのパネルフレーム１１Ｂが第１の梁５及び第２の梁６を上下で挟む位置に配される点で第１の実施形態と相違する。   Next, a building 1A according to the second embodiment will be described with reference to FIG. In the building 1A according to the second embodiment, the panel frame 11A of the outer wall panel 12A and the panel frame 11B of the outer wall panel 12B are arranged at positions where the first beam 5 and the second beam 6 are sandwiched vertically. This is different from the first embodiment.

また、第２の実施形態に係る建物１Ａでは、第１の梁５と、第２の梁６の梁６Ａの断面の形状を略同一とした点で第１の実施形態と相違する。すなわち、第２の実施形態では、第１の梁５と梁６Ａを共通化することができる。
ここで、上記の第１の梁５と梁６Ａの断面形状が略同一とは、第１の梁５と梁６Ａのそれぞれのフランジとウェブのサイズが略同一であることでとする。
また、第１の梁５と梁６Ａとの梁の長さは同じであってもよいし、異なっていてもよい。 Moreover, the building 1A according to the second embodiment is different from the first embodiment in that the cross-sectional shapes of the first beam 5 and the beam 6A of the second beam 6 are substantially the same. That is, in the second embodiment, the first beam 5 and the beam 6A can be shared.
Here, the fact that the cross-sectional shapes of the first beam 5 and the beam 6A are substantially the same means that the flanges and web sizes of the first beam 5 and the beam 6A are substantially the same.
The lengths of the first beam 5 and the beam 6A may be the same or different.

また、第２の実施形態に係る建物１Ａでは、外壁パネル１２Ａと外壁パネル１２Ｂのサイズを略同一とした点で第１の実施形態と相違する。すなわち、第２の実施形態では、外壁パネル１２Ａと外壁パネル１２Ｂを共通化することができる。当然のことながら、上記の場合には、面材１０Ａと面材１０Ｂ、パネルフレーム１１Ａとパネルフレーム１１Ｂはそれぞれ略同一のものとなる。
ここで、上記の外壁パネル１２Ａと外壁パネル１２Ｂのサイズが略同一とは、外壁パネル１２Ａと外壁パネル１２Ｂとの少なくとも上下方向の長さが略同一であることを含む。また、上記の外壁パネル１２Ａと外壁パネル１２Ｂのサイズが略同一とは、外壁パネル１２Ａと外壁パネル１２Ｂとの上下方向、幅方向、厚み方向の全てのサイズが略同一であることしてもよい。 The building 1A according to the second embodiment is different from the first embodiment in that the sizes of the outer wall panel 12A and the outer wall panel 12B are substantially the same. That is, in the second embodiment, the outer wall panel 12A and the outer wall panel 12B can be shared. Naturally, in the above case, the face material 10A and the face material 10B, and the panel frame 11A and the panel frame 11B are substantially the same.
Here, the sizes of the outer wall panel 12A and the outer wall panel 12B described above include that the lengths of at least the vertical direction of the outer wall panel 12A and the outer wall panel 12B are substantially the same. Further, the sizes of the outer wall panel 12A and the outer wall panel 12B described above may be substantially the same in the vertical direction, the width direction, and the thickness direction of the outer wall panel 12A and the outer wall panel 12B.

第２の実施形態に係る建物１Ａによれば、第１の梁５と外壁パネル１２Ｂからなる部材モジュール（換言すれば梁６Ａと外壁パネル１２Ａの部材モジュール）を複数組み合わせることで、建物１と同様に下階３の天井高を上げる構造を構築することができる。   The building 1A according to the second embodiment is similar to the building 1 by combining a plurality of member modules (in other words, member modules of the beam 6A and the outer wall panel 12A) including the first beam 5 and the outer wall panel 12B. The structure which raises the ceiling height of the lower floor 3 can be constructed.

このように、第１の梁５と梁６Ａを共通化し、また外壁パネル１２Ａと外壁パネル１２Ｂを共通化することにより、建築資材の生産負荷を軽減することができる。   Thus, by sharing the first beam 5 and the beam 6A and sharing the outer wall panel 12A and the outer wall panel 12B, the production load of building materials can be reduced.

また、第２の実施形態に係る建物１Ａにおいても、面材１０Ａと面材１０Ｂの接合部１３は、第１の梁５の下端と、第２の梁６の上端との間の範囲と上下方向で重なる位置に配される。   Also in the building 1A according to the second embodiment, the joint portion 13 of the face material 10A and the face material 10B has a range between the lower end of the first beam 5 and the upper end of the second beam 6 and the upper and lower sides. Arranged in a position overlapping in the direction.

本発明は上記の実施形態に限定されるものではない。例えば、第１の実施形態に係る建物１においても、建物１Ａと同様に、第１の梁５と梁６Ａを共通化するとともに、外壁パネル１２Ａと外壁パネル１２Ｂを共通化することとしてもよい。   The present invention is not limited to the above embodiment. For example, in the building 1 according to the first embodiment, as in the building 1A, the first beam 5 and the beam 6A may be shared, and the outer wall panel 12A and the outer wall panel 12B may be shared.

また、本発明は３階建て以上の建物にも適用可能である。また、第１の梁５を支持する支持部材は柱４に限られず、耐力壁等を用いても構わない。   The present invention can also be applied to buildings having three or more stories. Further, the support member that supports the first beam 5 is not limited to the pillar 4, and a bearing wall or the like may be used.

１ 建物
１Ａ 建物
２ 上階
２Ａ 床
３ 下階
３Ａ 床
４ 柱
５ 第１の梁
６ 第２の梁
６Ａ 梁
６Ｂ 梁
７ 基礎
８ 筋交い
１０Ａ 面材
１０Ｂ 面材
１１Ａ パネルフレーム
１１Ｂ パネルフレーム
１２Ａ 外壁パネル（第１の外壁部）
１２Ｂ 外壁パネル（第２の外壁部）
１３ 接合部
２０ 天井吊り具
２１ 天井パネル（天井部材）
５１ 下フランジ部
５２ 上フランジ部
６１ 下フランジ部
６２ 上フランジ部 1 Building 1A Building 2 Upper Floor 2A Floor 3 Lower Floor 3A Floor 4 Column 5 First Beam 6 Second Beam 6A Beam 6B Beam 7 Foundation 8 Bracing 10A Face Material 10B Face Material 11A Panel Frame 11B Panel Frame 12A Exterior Wall Panel ( First outer wall)
12B outer wall panel (second outer wall)
13 Joint 20 Ceiling suspension 21 Ceiling panel (ceiling member)
51 Lower flange 52 Upper flange 61 Lower flange 62 Upper flange

Claims (6)

上階と下階を有する建物であって、
前記下階に配置される、上下方向に延出する支持部材と、
前記支持部材により支持される第１の梁と、
前記第１の梁の上に固定される、前記上階の床を支持するための第２の梁と、を備え、
前記下階の天井部材が前記第２の梁により支持されることを特徴とする建物。 A building having an upper floor and a lower floor,
A support member disposed on the lower floor and extending in the vertical direction;
A first beam supported by the support member;
A second beam fixed on the first beam for supporting the upper floor,
The building, wherein the lower floor ceiling member is supported by the second beam. 前記上階と前記下階の外壁となる、第１の外壁部と第２の外壁部を備え、
前記第１の外壁部と前記第２の外壁部の接合部は、前記第１の梁の下端から前記第２の梁の上端までの範囲と上下方向で重なる位置にあることを特徴とする請求項１に記載の建物。 A first outer wall portion and a second outer wall portion, which serve as outer walls of the upper floor and the lower floor,
The joint portion between the first outer wall portion and the second outer wall portion is in a position overlapping with a range from a lower end of the first beam to an upper end of the second beam in the vertical direction. Item 1. The building according to item 1. 前記第１の外壁部と前記第２の外壁部が略同じサイズであることを特徴とする請求項２に記載の建物。   The building according to claim 2, wherein the first outer wall portion and the second outer wall portion have substantially the same size. 前記第１の梁と前記第２の梁の断面が略同じ形状であることを特徴とする請求項１乃至３のいずれかに記載の建物。   The building according to any one of claims 1 to 3, wherein the first beam and the second beam have substantially the same cross section. 前記第１の梁と、前記第２の梁の上下方向の長さが異なることを特徴とする請求項１又は２に記載の建物。   The building according to claim 1 or 2, wherein the first beam and the second beam have different vertical lengths. 前記支持部材は、柱であり、
前記第１の梁は、前記第２の梁よりも断面積が大きいことを特徴とする請求項５に記載の建物。
The support member is a pillar,
The building according to claim 5, wherein the first beam has a larger cross-sectional area than the second beam.
JP2017058021A 2017-03-23 2017-03-23 building Active JP6916016B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017058021A JP6916016B2 (en) 2017-03-23 2017-03-23 building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017058021A JP6916016B2 (en) 2017-03-23 2017-03-23 building

Publications (2)

Publication Number Publication Date
JP2018159243A true JP2018159243A (en) 2018-10-11
JP6916016B2 JP6916016B2 (en) 2021-08-11

Family

ID=63796432

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017058021A Active JP6916016B2 (en) 2017-03-23 2017-03-23 building

Country Status (1)

Country Link
JP (1) JP6916016B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3617284A1 (en) 2018-08-28 2020-03-04 Seiko Epson Corporation Ink jet printing penetrant, ink jet printing ink set, and ink jet printing method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01210541A (en) * 1988-02-19 1989-08-24 Asahi Chem Ind Co Ltd Skeleton construction for building
US5289665A (en) * 1991-09-26 1994-03-01 Higgins Gregory J Orthogonal framework for modular building systems
JP2000355977A (en) * 1999-06-16 2000-12-26 Misawa Homes Co Ltd Unit type building
WO2011093533A1 (en) * 2010-02-01 2011-08-04 株式会社アークリエイト Continuous minor steel beam structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01210541A (en) * 1988-02-19 1989-08-24 Asahi Chem Ind Co Ltd Skeleton construction for building
US5289665A (en) * 1991-09-26 1994-03-01 Higgins Gregory J Orthogonal framework for modular building systems
JP2000355977A (en) * 1999-06-16 2000-12-26 Misawa Homes Co Ltd Unit type building
WO2011093533A1 (en) * 2010-02-01 2011-08-04 株式会社アークリエイト Continuous minor steel beam structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3617284A1 (en) 2018-08-28 2020-03-04 Seiko Epson Corporation Ink jet printing penetrant, ink jet printing ink set, and ink jet printing method

Also Published As

Publication number Publication date
JP6916016B2 (en) 2021-08-11

Similar Documents

Publication Publication Date Title
JP5873369B2 (en) Building overhang structure
JP2018159243A (en) building
JPWO2019092882A1 (en) Building structure, building and construction method
JP6106461B2 (en) building
JP2011137311A (en) Reinforcing fitting for wooden building, and method for reinforcing wooden building
JP6712858B2 (en) building
JPH09125524A (en) Building unit
JP2018035624A (en) Wooded building construction
JP2017020208A (en) Unit type building structure
JP6464459B2 (en) Column base bracket, building unit including column base bracket, and installation method thereof
JP7415475B2 (en) overhang floor structure
JP2018178708A (en) Suspended ceiling structure
JP7546505B2 (en) Row building
JP5736168B2 (en) Wooden building
JP2010133118A (en) Unit building and method for constructing the same
JP6280498B2 (en) Building structure
JP6951851B2 (en) High-rise earthquake-resistant building
JP6386855B2 (en) Exterior wall mounting structure
JP5645750B2 (en) Unit building staircase structure, building unit and unit building
JP4302570B2 (en) Unit building frame structure
JP6393073B2 (en) Exterior wall structure using exterior wall panel frame
JP6655883B2 (en) Building frame structure
JP6362988B2 (en) Seismic reinforcement frame
JP6541107B2 (en) Building unit and installation method thereof
JP2021046711A (en) Unit building

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20200228

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20210106

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20210119

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210317

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: 20210629

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20210715

R150 Certificate of patent or registration of utility model

Ref document number: 6916016

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250