JPH0742240A - Overhung type unit building - Google Patents

Overhung type unit building

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Publication number
JPH0742240A
JPH0742240A JP18595693A JP18595693A JPH0742240A JP H0742240 A JPH0742240 A JP H0742240A JP 18595693 A JP18595693 A JP 18595693A JP 18595693 A JP18595693 A JP 18595693A JP H0742240 A JPH0742240 A JP H0742240A
Authority
JP
Japan
Prior art keywords
building unit
unit
floor building
overhang
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
JP18595693A
Other languages
Japanese (ja)
Other versions
JP2925438B2 (en
Inventor
Izuho Ishikawa
出穂 石川
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP5185956A priority Critical patent/JP2925438B2/en
Publication of JPH0742240A publication Critical patent/JPH0742240A/en
Application granted granted Critical
Publication of JP2925438B2 publication Critical patent/JP2925438B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To use effectively a lower space of an overhung area by connecting and forming an extended and one piece beam which supports the overhung area of an upper floor building unit in the longitudinal direction of a ceiling beam of a lower floor building unit. CONSTITUTION:Four posts 4a to 4d are installed to the four corners of a building while floor beams 5a to 5d are spanned between the lower ends of the posts 4a to 4d and ceiling beams 6a to 6d are also spanned between the upper ends of the posts 4a to 4d, thereby forming a lower floor building unit 1. Four posts 7a to 7d are installed to the four corners while floor beams 8a to 8d are spanned between the lower ends of the posts 7a to 7d, and what is more, ceiling beams 9a to 9d are spanned between the upper ends of the posts 7a to 7d, thereby forming an upper floor unit 3. The building unit 3 is loaded on the building unit 1 in such a fashion that the overhung area 2 may be loaded on an extended beam 10a and 10b which extend from the ceiling beams 6a and 6b. The floor beams 8a to 8d of the building unit 3 are bolted and fixed with the ceiling beams 6a to 6d and the extended beams 10a and 10b and a horizontal frame member 11.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、下階建物ユニットに
対して上階建物の一部がオ−バ−ハングしているオ−バ
−ハング型ユニット建物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an overhang type unit building in which a part of an upper floor building is overhung with respect to a lower floor building unit.

【0002】[0002]

【従来の技術】工場生産された直方体状の建物ユニット
を建築現場で複数個組合わせて構成されるユニット建物
としては、図3に示すように直方体状の下階建物ユニッ
ト1と、この下階建物ユニット1上に設置されこの下階
建物ユニット1よりも外方へ延出したオ−バ−ハング部
分2を有する直方体状の上階建物ユニット3とを備えた
オ−バ−ハング型ユニット建物が知られている(特開昭
63−147036号公報、特開平4−44547号公
報、特開平4−237739号公報等参照)。
2. Description of the Related Art As a unit building constructed by combining a plurality of factory-produced rectangular parallelepiped building units at a construction site, as shown in FIG. 3, a rectangular parallelepiped lower floor building unit 1 and this lower floor building unit An overhang type unit building including a rectangular parallelepiped upper floor building unit 3 having an overhang portion 2 installed on the building unit 1 and extending outwardly from the lower floor building unit 1. Are known (see JP-A-63-147036, JP-A-4-44547, JP-A-4-237739, etc.).

【0003】このオ−バ−ハング型ユニット建物におい
ては、上階建物ユニット3の床面積を下階建物ユニット
1のそれよりも大きくとれる利点を有する反面、上記オ
−バ−ハング部分2が下方へ撓み易い欠点を有してい
る。この欠点を解消するためには、上階建物ユニット3
の床梁9の断面形状を大きくすればよいが、これではユ
ニット寸法や納まり等を変更しなければならず、標準的
なユニットが使用できない。
In this overhang type unit building, the floor area of the upper-floor building unit 3 can be made larger than that of the lower-floor building unit 1, while the overhang portion 2 is downward. It has the drawback of being easily bent. In order to eliminate this defect, the upper floor building unit 3
The cross-sectional shape of the floor beam 9 may be increased, but this requires changing the unit size, the accommodation, and the like, and a standard unit cannot be used.

【0004】そこで、従来では、図4に示すように下階
建物ユニット1上に設置される上階建物ユニット3のオ
−バ−ハング部分2の2本の柱7c,7d直下に支柱2
0を設け、この支柱20によって上階建物ユニット3の
オ−バ−ハング部分2の荷重を支えるようにした構造の
オ−バ−ハング型ユニット建物、或いは図5に示すよう
に下階建物ユニット1の天井梁6に上階建物ユニット3
のオ−バ−ハング部分2の2本の柱7c,7dを受ける
張出部材21を設けた構造のオ−バ−ハング型ユニット
建物が採用されている。なお、上記張出部材21の先端
部と下階建物ユニット1の柱4c,4dとの間には方杖
22が斜めに介設されている。
Therefore, conventionally, as shown in FIG. 4, the pillar 2 is provided directly below the two pillars 7c and 7d of the overhang portion 2 of the upper floor building unit 3 installed on the lower floor building unit 1.
0, and an overhang type unit building having a structure in which the support 20 supports the load of the overhang portion 2 of the upper floor building unit 3, or a lower floor building unit as shown in FIG. 1 ceiling beam 6 to upper floor building unit 3
An overhang type unit building having a structure in which a projecting member 21 for receiving the two pillars 7c and 7d of the overhang portion 2 is used. A cane 22 is obliquely provided between the tip of the projecting member 21 and the columns 4c and 4d of the lower floor building unit 1.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、図4に
示されたオ−バ−ハング型ユニット建物においては、オ
−バ−ハング部分2の柱5c,5dの位置で定まる支柱
20によってオ−バ−ハング部分の下方のスペ−スが画
一的に制限され、スペ−スの有効利用が図れないという
問題がある。また、図5に示されたオ−バ−ハング型ユ
ニット建物においては、上記張出部材を別に作製し、こ
れを下階建物ユニットの天井梁に溶接等により取付けな
ければならないので、手間及びコストが多くかかるばか
りでなく、溶接等による取付部に応力が集中し易く強度
上の問題が残る。
However, in the overhang type unit building shown in FIG. 4, the overhang is determined by the pillars 20 which are determined by the positions of the pillars 5c and 5d of the overhang part 2. -There is a problem that the space below the hang portion is uniformly limited, and the space cannot be effectively used. Further, in the overhang type unit building shown in FIG. 5, since it is necessary to separately manufacture the above-mentioned overhanging member and attach this to the ceiling beam of the lower-floor building unit by welding or the like, it is troublesome and costly. In addition to a large amount of stress, stress tends to concentrate on the mounting portion due to welding or the like, and a strength problem remains.

【0006】この発明は、上記事情に鑑みなされたもの
で、オ−バ−ハング部分の下方のスペ−スの有効利用が
図れると共に、施工性の向上、コストの低減及び強度の
向上が図れるオ−バ−ハング型ユニット建物を提供する
ことを目的とするものである。
The present invention has been made in view of the above circumstances, and it is possible to effectively utilize the space below the overhang portion, and at the same time, to improve the workability, the cost and the strength. -The purpose is to provide a bar-hung unit building.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
にこの発明は、直方体状の下階建物ユニットと、この下
階建物ユニット上に設置されこの下階建物ユニットより
も外方へ延出したオ−バ−ハング部分を有する直方体状
の上階建物ユニットとを備えたオ−バ−ハング型ユニッ
ト建物において、上記下階建物ユニットの天井梁の長手
方向に、上記上階建物ユニットのオ−バ−ハング部分を
支持する延長梁部を連続して一体形成したことを特徴と
している。
To achieve the above object, the present invention is directed to a lower floor building unit in the shape of a rectangular parallelepiped, and a lower floor building unit installed on the lower floor building unit and extending outward from the lower floor building unit. In an overhang type unit building including a rectangular parallelepiped upper floor building unit having an overhang portion, the upper floor building unit overhangs in the longitudinal direction of the ceiling beam of the lower floor building unit. -It is characterized in that the extension beam portion for supporting the bar hang portion is continuously formed integrally.

【0008】[0008]

【作用】上記構成のオ−バ−ハング型ユニット建物によ
れば、上階建物ユニットのオ−バ−ハング部分の荷重が
下階建物ユニットの天井梁の延長梁部を介して下階建物
ユニットに分散されるため、上記オ−バ−ハング部分の
撓みが防止される。また、上記延長梁部が下階建物ユニ
ットの天井梁の長手方向に連続して一体形成されている
ため、オ−バ−ハング部分の柱直下に支柱を設けている
従来のオ−バ−ハング型ユニット建物と異なり、オ−バ
−ハング部分の下方のスペ−スの有効利用が図れると共
に、下階建物ユニットの天井梁に張出部材を別に設けて
いる従来のオ−バ−ハング型ユニット建物と異なり、施
工性の向上、コストの低減及び強度の向上が図れる。
According to the overhang type unit building having the above-mentioned structure, the load of the overhang portion of the upper floor building unit passes through the extension beam portion of the ceiling beam of the lower floor building unit to the lower floor building unit. Therefore, the overhang portion is prevented from being bent. Further, since the extension beam portion is integrally formed continuously in the longitudinal direction of the ceiling beam of the lower-floor building unit, a conventional overhang in which a column is provided directly below the overhang column. Unlike the conventional unit building, the space below the overhang portion can be effectively used and the overhanging unit of the related art in which a projecting member is separately provided on the ceiling beam of the lower floor building unit. Unlike a building, it can improve workability, reduce costs, and improve strength.

【0009】[0009]

【実施例】以下に、この発明の実施例を添付図面に基い
て詳述する。
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

【0010】図1ないし図2において、1はオ−バ−ハ
ング型ユニット建物の直方体状の下階建物ユニットで、
この下階建物ユニット1上にはこれよりも長手方向外方
に延出したオ−バ−ハング部分2を有する直方体状の上
階建物ユニット3が設置されている。上記下階建物ユニ
ット1は、四隅に配置された4本の柱4a〜4dと、こ
れら柱4a〜4dの下端部間に方形に掛け渡された床梁
5a〜5dと、柱4a〜4dの上端部間に一方の短辺を
除いて平面コ字形に掛け渡された天井梁6a〜6cとか
らその主要な骨組が構成されている。
1 and 2, reference numeral 1 is a rectangular parallelepiped lower floor building unit of an overhang type unit building,
On the lower-floor building unit 1, a rectangular parallelepiped upper-floor building unit 3 having an overhang portion 2 extending longitudinally outward is installed. The lower-floor building unit 1 includes four pillars 4a to 4d arranged at the four corners, floor beams 5a to 5d rectangularly hung between the lower ends of the pillars 4a to 4d, and pillars 4a to 4d. The main skeleton is composed of ceiling beams 6a to 6c which are bridged between the upper end portions in a planar U shape except for one short side.

【0011】また、上記上階建物ユニット3は、四隅に
配置された4本の柱7a〜7dと、これらの柱7a〜7
dの下端部間に方形に掛け渡された床梁8a〜8dと、
柱7a〜7dの上端部間に方形に掛け渡された天井梁9
a〜9dとから主要な骨組が構成されている。なお、上
記柱4a〜4d,7a〜7dの材料としては、例えば断
面方形のスチ−ル材が用いられ、上記床梁5a〜5d,
8a〜8d及び天井梁6a〜6c,9a〜9dの材料と
しては、例えば断面コ字形ないし断面方形のスチ−ル材
が用いられる。
The upper floor building unit 3 has four pillars 7a to 7d arranged at the four corners and these pillars 7a to 7d.
floor beams 8a to 8d suspended in a rectangular shape between the lower ends of d,
Ceiling beam 9 hung in a rectangular shape between the upper ends of the pillars 7a to 7d
The main frame is composed of a to 9d. As the material of the columns 4a to 4d and 7a to 7d, for example, a steel material having a rectangular cross section is used, and the floor beams 5a to 5d,
As a material for 8a to 8d and ceiling beams 6a to 6c and 9a to 9d, for example, a steel material having a U-shaped cross section or a rectangular cross section is used.

【0012】上記上階建物ユニット3においては、その
4本の柱7a〜7dのうち、短辺方向で隣り合う2本の
柱7a,7bが上記下階建物ユニット1の短辺方向で隣
り合う2本の柱4a,4bと対応する位置に配置され、
他の2本の柱7c,7dが下階建物ユニット1に対して
オ−バ−ハングする位置に配置されている。すなわち、
上階建物ユニット3の床面は、下階建物ユニット1の天
井面に対して長手方向に長い長方形状に形成され、上階
建物ユニット3には下階建物ユニット1よりも広い床面
積が確保されている。
In the upper floor building unit 3, of the four pillars 7a to 7d, two pillars 7a and 7b adjacent to each other in the short side direction are adjacent to each other in the short side direction of the lower floor building unit 1. It is arranged at a position corresponding to the two pillars 4a, 4b,
The other two pillars 7c and 7d are arranged at positions overhanging with respect to the lower floor building unit 1. That is,
The floor surface of the upper-floor building unit 3 is formed in a rectangular shape that is long in the longitudinal direction with respect to the ceiling surface of the lower-floor building unit 1, and the upper-floor building unit 3 has a larger floor area than the lower-floor building unit 1. Has been done.

【0013】特に、上記下階建物ユニット1の長辺の天
井梁6a,6bの長手方向には、上記上階建物ユニット
3のオ−バ−ハング部分2を支持する延長梁部10a,
10bが連続して一体形成され、両延長梁部10a,1
0bの先端部間には横梁材11が介設されている。これ
により、下階建物ユニット1における天井梁6a〜6c
がその延長梁部10a,10b及び横梁材11によって
上階建物ユニット3の床梁8a〜8dと対応すべく方形
に形成されている。なお、下階建物ユニット1における
延長梁部10a,10b側の柱4c,4dは、その延長
梁部10a,10bを有する天井梁6a,6bの下面を
受けるように構成されている。
Particularly, in the longitudinal direction of the ceiling beams 6a and 6b on the long sides of the lower floor building unit 1, extension beam portions 10a, which support the overhang portion 2 of the upper floor building unit 3, are provided.
10b is formed continuously and integrally, and both extension beam portions 10a, 1
A transverse beam member 11 is provided between the tip portions of 0b. Thereby, the ceiling beams 6a to 6c in the lower-floor building unit 1
Is formed in a rectangular shape by the extension beam portions 10a and 10b and the horizontal beam member 11 so as to correspond to the floor beams 8a to 8d of the upper floor building unit 3. The columns 4c, 4d on the extension beam portions 10a, 10b side of the lower-floor building unit 1 are configured to receive the lower surfaces of the ceiling beams 6a, 6b having the extension beam portions 10a, 10b.

【0014】このように構成されるオ−バ−ハング形ユ
ニット建物は、下階建物ユニット1上に上階建物ユニッ
ト3をそのオ−バ−ハング部分2が上記天井梁6a,6
bの長手方向に連続して延出した延長梁部10a,10
b上に載るようにして載置し、上階建物ユニット3の床
梁8a〜8dを下階建物ユニット1の天井梁6a〜6c
及び延長梁部10a,10b並びに横梁材11にボルト
12止めにより固定することにより、組立てられる。ま
た、下階建物ユニット1及び上階建物ユニット3は適宜
隣接して並設されることにより、所望のユニット建物が
構成される。
In the overhang type unit building thus constructed, the upper floor building unit 3 is placed on the lower floor building unit 1 and the overhanging portion 2 of the overhanging portion 2 is the ceiling beams 6a, 6a.
extension beam portions 10a, 10 extending continuously in the longitudinal direction of b
The floor beams 8a to 8d of the upper-floor building unit 3 and the ceiling beams 6a to 6c of the lower-floor building unit 1
Then, the extension beam portions 10a and 10b and the cross beam member 11 are fixed by bolts 12 to be assembled. In addition, the lower-floor building unit 1 and the upper-floor building unit 3 are appropriately juxtaposed side by side to form a desired unit building.

【0015】そして、上記オ−バ−ハング型ユニット建
物によれば、上階建物ユニット3のオ−バ−ハング部分
2の荷重が下階建物ユニット1の天井梁6a,6bの延
長梁部10a,10bを介して下階建物ユニット1に分
散されるため、上記上階建物ユニット3のオ−バ−ハン
グ部分2の撓みが防止される。また、上記延長梁部10
a,10bが下階建物ユニット1の天井梁6a,6bの
長手方向に連続して形成されているため、オ−バ−ハン
グ部分2の柱7c,7d直下に支柱を設けている従来の
オ−バ−ハング型ユニット建物と異なり、オ−バ−ハン
グ部分2の下方のスペ−スの有効利用が図れる。
Further, according to the above-mentioned overhang type unit building, the load of the overhang portion 2 of the upper floor building unit 3 is extended beam portion 10a of the ceiling beams 6a, 6b of the lower floor building unit 1. , 10b, they are distributed to the lower-floor building unit 1 so that the overhang portion 2 of the upper-floor building unit 3 is prevented from bending. Further, the extension beam portion 10
Since the a and 10b are formed continuously in the longitudinal direction of the ceiling beams 6a and 6b of the lower floor building unit 1, the conventional overhead bars provided directly below the columns 7c and 7d of the overhang portion 2 are provided. Unlike the overhang type unit building, the space under the overhang part 2 can be effectively used.

【0016】更に、上記延長梁部10a,10bが下階
建物ユニット1の天井梁6a,6bの長手方向に連続し
て一体形成されているため、下階建物ユニット1の天井
梁に張出部材を別に設けている従来のオ−バ−ハング型
ユニット建物と異なり、施工性の向上、コストの低減及
び強度の向上が図れる。また、上記実施例のオ−バ−ハ
ング形ユニット建物においては、オ−バ−ハング部分2
の基部に下階建物ユニット1の2本の柱4c,4dと対
応する中間柱を有していないため、上階建物ユニット3
を並設して両者が連通した大部屋を形成する場合、部屋
内に中間柱が残る不具合がない。
Further, since the extension beam portions 10a, 10b are integrally formed continuously in the longitudinal direction of the ceiling beams 6a, 6b of the lower floor building unit 1, the projecting member is extended to the ceiling beam of the lower floor building unit 1. Unlike the conventional overhang type unit building in which the separate building is provided, the workability, the cost and the strength can be improved. In the overhang type unit building of the above embodiment, the overhang portion 2
Since it does not have an intermediate pillar corresponding to the two pillars 4c and 4d of the lower-floor building unit 1 at the base of, the upper-floor building unit 3
When forming a large room in which the two communicate with each other, there is no problem that the intermediate pillar remains in the room.

【0017】以上、この発明の実施例を図面により詳述
してきたが、具体的な構成はこの実施例に限られるもの
ではなく、この発明の要旨を逸脱しない範囲で種々の設
計変更等が可能である。例えば、下階建物ユニット1に
おける延長梁部10a,10b側の柱4c,4dが位置
する天井梁6a,6b間には、図2に示すように補強用
の横梁材13を掛け渡してもよく、この横梁材13を設
けた場合には、延長梁部10a,0bの先端部間の横梁
材11は必ずしも設けなくてもよい。また、上記実施例
では、上階建物ユニット3の長手方向にオ−バ−ハング
部分2が形成されている場合について説明されている
が、オ−バ−ハング部分2は上階建物ユニット3の長手
方向と直交する方向に形成されていてもよく、この場合
には、下階建物ユニット1の短辺の天井梁6c(この場
合、横梁材13の位置に設けられる天井梁を含む。)の
長手方向に延長梁10a,10bを連続して一体形成し
たものが用いられる。
Although the embodiment of the present invention has been described in detail above with reference to the drawings, the specific structure is not limited to this embodiment, and various design changes can be made without departing from the scope of the invention. Is. For example, as shown in FIG. 2, a cross beam member 13 for reinforcement may be spanned between the ceiling beams 6a and 6b where the columns 4c and 4d on the extension beam portions 10a and 10b side of the lower floor building unit 1 are located. When the cross beam member 13 is provided, the cross beam member 11 between the tip ends of the extension beam portions 10a and 0b does not necessarily have to be provided. Further, in the above-mentioned embodiment, the case where the overhang portion 2 is formed in the longitudinal direction of the upper floor building unit 3 has been described, but the overhang portion 2 is formed in the upper floor building unit 3. It may be formed in a direction orthogonal to the longitudinal direction. In this case, the ceiling beams 6c on the short side of the lower-floor building unit 1 (in this case, the ceiling beams provided at the positions of the lateral beam members 13 are included). The extension beams 10a and 10b that are continuously formed integrally in the longitudinal direction are used.

【0018】[0018]

【発明の効果】以上要するにこの発明のオ−バ−ハング
型ユニット建物によれば、上階建物ユニットのオ−バ−
ハング部分の荷重が下階建物ユニットの天井梁の延長梁
部を介して下階建物ユニットに分散されるため、上記オ
−バ−ハング部分の撓みが防止される。また、上記延長
梁部が下階建物ユニットの天井梁の長手方向に連続して
一体形成されているため、オ−バ−ハング部分の柱直下
に支柱を設けている従来のオ−バ−ハング型ユニット建
物と異なり、オ−バ−ハング部分の下方のスペ−スの有
効利用が図れると共に、下階建物ユニットの天井梁に張
出部材を別に設けている従来のオ−バ−ハング型ユニッ
ト建物と異なり、施工性の向上、コストの低減及び強度
の向上が図れる。
In summary, according to the overhang type unit building of the present invention, the overhang of the upper floor building unit is over.
Since the load of the hang portion is distributed to the lower-floor building unit via the extension beam portion of the ceiling beam of the lower-floor building unit, the overhang portion is prevented from bending. Further, since the extension beam portion is integrally formed continuously in the longitudinal direction of the ceiling beam of the lower-floor building unit, a conventional overhang in which a column is provided directly below the overhang column. Unlike the conventional unit building, the space below the overhang portion can be effectively used and the overhanging unit of the related art in which a projecting member is separately provided on the ceiling beam of the lower floor building unit. Unlike a building, it can improve workability, reduce costs, and improve strength.

【図面の簡単な説明】[Brief description of drawings]

【図1】この発明の一実施例を示す側面図である。FIG. 1 is a side view showing an embodiment of the present invention.

【図2】図1のオ−バ−ハング型ユニット建物の拡大斜
視図である。
FIG. 2 is an enlarged perspective view of the overhang type unit building of FIG.

【図3】オ−バ−ハング型ユニット建物の概略的構成を
示す側面図である。
FIG. 3 is a side view showing a schematic configuration of an overhang type unit building.

【図4】従来の一般的なオ−バ−ハング型ユニット建物
の概略的構成を示す側面図である。
FIG. 4 is a side view showing a schematic configuration of a conventional general overhang type unit building.

【図5】従来のオ−バ−ハング型ユニット建物の概略的
構成を示す側面図である。
FIG. 5 is a side view showing a schematic configuration of a conventional overhang type unit building.

【符号の説明】[Explanation of symbols]

1 下階建物ユニット 2 オ−バ−ハング部分 3 上階建物ユニット 6a,6b 天井梁 10a,10b 延長梁部 1 Lower floor building unit 2 Overhang part 3 Upper floor building unit 6a, 6b Ceiling beam 10a, 10b Extension beam part

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】直方体状の下階建物ユニットと、この下階
建物ユニット上に設置されこの下階建物ユニットよりも
外方へ延出したオ−バ−ハング部分を有する直方体状の
上階建物ユニットとを備えたオ−バ−ハング型ユニット
建物において、上記下階建物ユニットの天井梁の長手方
向に、上記上階建物ユニットのオ−バ−ハング部分を支
持する延長梁部を連続して一体形成したことを特徴とす
るオ−バ−ハング型ユニット建物。
1. A rectangular parallelepiped upper floor building having a rectangular parallelepiped lower floor building unit and an overhang portion installed on the lower floor building unit and extending outward from the lower floor building unit. In an overhang type unit building including a unit, in the longitudinal direction of the ceiling beam of the lower floor building unit, an extension beam portion for supporting the overhang portion of the upper floor building unit is continuously provided. An overhang type unit building characterized by being integrally formed.
JP5185956A 1993-07-28 1993-07-28 Overhang type unit building Expired - Fee Related JP2925438B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5185956A JP2925438B2 (en) 1993-07-28 1993-07-28 Overhang type unit building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5185956A JP2925438B2 (en) 1993-07-28 1993-07-28 Overhang type unit building

Publications (2)

Publication Number Publication Date
JPH0742240A true JPH0742240A (en) 1995-02-10
JP2925438B2 JP2925438B2 (en) 1999-07-28

Family

ID=16179823

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5185956A Expired - Fee Related JP2925438B2 (en) 1993-07-28 1993-07-28 Overhang type unit building

Country Status (1)

Country Link
JP (1) JP2925438B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007138482A (en) * 2005-11-16 2007-06-07 Toyota Motor Corp Building unit and unit building using the same
JP2010180600A (en) * 2009-02-05 2010-08-19 Sekisui Chem Co Ltd Ancillary structure and unit building
JP2016118083A (en) * 2014-12-24 2016-06-30 ミサワホーム株式会社 Exterior wall material holding bracket and unit-type building

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0682202U (en) * 1993-05-11 1994-11-25 ミサワホーム株式会社 Overhang building unit

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0682202U (en) * 1993-05-11 1994-11-25 ミサワホーム株式会社 Overhang building unit

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007138482A (en) * 2005-11-16 2007-06-07 Toyota Motor Corp Building unit and unit building using the same
JP4609283B2 (en) * 2005-11-16 2011-01-12 トヨタ自動車株式会社 Building unit and unit building using the same
JP2010180600A (en) * 2009-02-05 2010-08-19 Sekisui Chem Co Ltd Ancillary structure and unit building
JP2016118083A (en) * 2014-12-24 2016-06-30 ミサワホーム株式会社 Exterior wall material holding bracket and unit-type building

Also Published As

Publication number Publication date
JP2925438B2 (en) 1999-07-28

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