JP2000154596A - Unit building - Google Patents

Unit building

Info

Publication number
JP2000154596A
JP2000154596A JP10334411A JP33441198A JP2000154596A JP 2000154596 A JP2000154596 A JP 2000154596A JP 10334411 A JP10334411 A JP 10334411A JP 33441198 A JP33441198 A JP 33441198A JP 2000154596 A JP2000154596 A JP 2000154596A
Authority
JP
Japan
Prior art keywords
building
unit
building unit
ceiling
pillar
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.)
Pending
Application number
JP10334411A
Other languages
Japanese (ja)
Inventor
Naoto Tanaka
直人 田中
Yoshishige Nagaki
良繁 長木
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 JP10334411A priority Critical patent/JP2000154596A/en
Publication of JP2000154596A publication Critical patent/JP2000154596A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To easily transport reinforcing beams, and prevent a ceiling from becoming lower by an excess of a range of allowance. SOLUTION: A unit building is so constituted that a building unit of a rectangular shape in a top view and building units 2 having a column reduced corner part are assembled with each other. The building units 2 are installed by facing a long side in a rectangular shape after confronting the column reduced corner part. A reinforcing beam 5 of a length which is nearly equal to a double ceiling beam 23 of a short side is hanged and attached on a ceiling beam 23 of one building unit 2 and the ceiling beam 23 of the other building unit 2 which passed through the column reduced corner part formed in a nearly straight line. Moreover, the other reinforcing beam 6 of a length which is nearly equal to that of the ceiling beam 23 is attached on the ceiling beam 23 of the long side composed of the column reduced corner part.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は建物ユニットに関
する。
[0001] The present invention relates to a building unit.

【0002】[0002]

【従来の技術】ユニット建物は、運搬可能な一定の大き
さの箱形の、且つ、内部、外部の仕上げられた建物ユニ
ットと屋根ユニット・屋根パネルとを、予め、工場で製
造し、この建物ユニットや屋根ユニット・屋根パネルの
複数個を施工現場に運搬し、施工現場で組み立てて建物
となすものであって、現場施工期間が短く、且つ、寸法
精度の良い標準化された建物となる特徴があることか
ら、近年、広く採用されている。尚、屋根パネルは工場
で建物ユニットに取り付けられて施工現場に運搬される
こともある。
2. Description of the Related Art In a unit building, a box-shaped building unit having a fixed size, which can be transported, and finished inside and outside, and a roof unit and a roof panel are manufactured in a factory in advance. A unit that transports multiple units, roof units, and roof panels to the construction site and assembles it at the construction site to form a building.The feature of this site is that it is a standardized building with a short on-site construction period and high dimensional accuracy. Therefore, it has been widely adopted in recent years. In some cases, the roof panel is attached to a building unit in a factory and transported to a construction site.

【0003】このユニット建物に使用される建物ユニッ
トとしては種々な構造のものが知られている。例えば、
特公昭61−42061号公報(以後従来例1と称す
る)には、平面矩形状の四隅に配置した4本の柱と、こ
の4本の柱の上端部を矩形状の辺に沿って連結した天井
梁と、この4本の柱の下端部を矩形状の辺に沿って連結
した床梁とからなる建物ユニットの骨格が記載されてい
る。そして、この相対する天井梁に天井野縁を差し渡
し、この天井野縁の下面に天井材を取り付けて天井を形
成し、相対する床梁に床小梁を差し渡し、この上に床根
太を取り付け、この床根太の上に床材を取り付けて床を
形成し、天井梁と床梁との間に間柱を取り付け、この間
柱に壁パネルを取り付けて壁を形成して建物ユニットと
するのである。
Various types of building units are known as building units used in this unit building. For example,
In Japanese Patent Publication No. 61-42061 (hereinafter referred to as Conventional Example 1), four pillars arranged at four corners of a plane rectangular shape, and upper ends of the four pillars are connected along a rectangular side. A framework of a building unit including a ceiling beam and a floor beam connecting lower ends of the four pillars along a rectangular side is described. Then, a ceiling edge is inserted over the opposing ceiling beam, a ceiling material is attached to the lower surface of the ceiling edge, a ceiling is formed, a floor beam is inserted over the opposing floor beam, and a floor joist is mounted thereon, A floor material is attached to the floor joist to form a floor, a stud is attached between the ceiling beam and the floor beam, and a wall panel is attached to the stud to form a wall to form a building unit.

【0004】又、特開平6−185122号公報(以後
従来例2と称する)には、柱省略角部に仮柱を設けた建
物ユニットを、この柱省略角部を互いに突き合わせて据
え付け、柱省略角部の天井梁を1個の補強連結具で連結
した後、仮柱を取り外した柱省略角部を有するユニット
建物が記載されている。
Japanese Patent Application Laid-Open No. 6-185122 (hereinafter referred to as Conventional Example 2) discloses that a building unit having a temporary pillar provided at a corner where a pillar is omitted is installed by abutting the corners where the pillar is omitted, and the pillar is omitted. A unit building having a pillar-eliminated corner in which a temporary beam is removed after connecting a corner ceiling beam with one reinforcing connector is described.

【0005】又、特開平8−277580号公報(従来
例3と称する)には、柱省略角部に仮柱を設けた建物ユ
ニットを、この柱省略角部を互いに突き合わせて据え付
けた後、ほぼ一直線状になっている柱省略角部を通過す
る一方の建物ユニットの天井梁と他方の建物ユニットの
天井梁とに天井梁の2倍にほぼ等しい長さの補強梁を差
し渡し、補強梁の両端部と中央部とを天井梁に接続し、
仮柱を取り外した柱省略角部を有するユニット建物が記
載されている。
Japanese Patent Application Laid-Open No. Hei 8-277580 (hereinafter referred to as Conventional Example 3) discloses that a building unit having a temporary pillar provided at a corner where the pillar is omitted is installed after the corners where the pillar is omitted are abutted against each other. A reinforcing beam having a length almost twice as long as the ceiling beam is inserted between the ceiling beam of one building unit and the ceiling beam of the other building unit passing through the straight corner of the pillar, and both ends of the reinforcing beam Connect the part and the center part to the ceiling beam,
A unit building having a pillar omission corner from which a temporary pillar has been removed is described.

【0006】又、特開平10−61021号公報(以後
従来例4と称する)には、柱省略角部に仮柱を設けた建
物ユニットの3個または4個を、この柱省略角部を互い
に突き合わせて据え付け、この十字形状の隣接建物ユニ
ットの柱省略角部における間隙に、十字形の補強梁を設
置して、この十字形の補強梁を天井梁に接続した後、仮
柱を取り外した柱省略角部を有するユニット建物が記載
されている。尚、この十字形の2本の補強梁の一方の補
強梁は建物ユニットの柱省略角部を通過する一直線状に
なっている2本の天井梁の合計とほぼ等しい長さになっ
ている。
Japanese Patent Laid-Open Publication No. Hei 10-61021 (hereinafter referred to as Conventional Example 4) discloses that three or four building units having provisional pillars provided at corners where pillars are omitted are connected to corners where pillars are omitted. A cross-shaped reinforcing beam is installed in the gap at the corner of the adjacent building unit where the cross is omitted, and the cross-shaped reinforcing beam is connected to the ceiling beam, and the temporary column is removed. A unit building with a truncated corner is described. Note that one of the two cross-shaped reinforcing beams has a length substantially equal to the sum of the two straight ceiling beams that pass through the corners where the columns of the building unit are omitted.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、従来例
1記載のユニット建物の複数個を組み立てたユニット建
物では、建物ユニットの角部が突き合わされた部分に必
ず柱があり、この柱に遮られて広く連続した居住空間を
形成させることができないという問題がある。
However, in a unit building in which a plurality of unit buildings described in the prior art 1 are assembled, there is always a column at the corner where the corners of the building unit meet, and the column is blocked by the column. There is a problem that it is not possible to form a widely continuous living space.

【0008】従来例2〜従来例4記載のユニット建物で
は、上記問題を解決するものであって、仮柱を取り外す
ことにより、この部分に広く連続した居住空間を形成さ
せることができ、極めて便利である。しかし、次に示す
問題があることが判明した。
[0008] The unit buildings described in Conventional Examples 2 to 4 solve the above-mentioned problem. By removing the temporary columns, a wide continuous living space can be formed in this portion, which is extremely convenient. It is. However, the following problems were found.

【0009】即ち、建物ユニットは工場等の施工現場以
外の場所で製造し、トラック等で施工現場に運搬し、施
工現場で組み立ててユニット建物とする関係で、建物ユ
ニットはトラック等で運搬できる大きさになっている。
従って、矩形状の建物ユニットでは、短辺をトラック等
の幅より大きくできないので、ほぼ2400mmにし、
長辺を建物のモジュール寸法(900mm等)を基準に
した長さ、例えば、3600mm、4500mm、54
00mmに、柱の厚み等の補正部分を加えた長さ(以後
ほぼ3600mm、ほぼ4500mm、ほぼ5400m
mという)になっている。
That is, the building unit is manufactured at a place other than the construction site such as a factory, transported to the construction site by truck, etc., and assembled at the construction site to form a unit building. It is becoming.
Therefore, in a rectangular building unit, the short side cannot be made larger than the width of a truck or the like.
The long side is a length based on the module size of the building (900 mm or the like), for example, 3600 mm, 4500 mm, 54
A length obtained by adding a correction portion such as the thickness of a pillar to 00 mm (hereinafter, approximately 3600 mm, approximately 4500 mm, approximately 5400 m
m).

【0010】そして、従来例2記載のユニット建物で
は、柱省略角部の天井梁を補強連結具で連結すると、こ
の柱省略角部を通過する天井梁の天井スパンは、通常の
天井梁の2倍の長さになるので、この2倍の長さになっ
た天井梁が大きく撓んだり破損する危険がある。従っ
て、この柱省略角部を通過する天井梁の長さをそれ程長
くすることができず、柱を省略した広い連続した空間の
拡張に限界がある。
[0010] In the unit building described in the prior art example 2, when the ceiling beams at the corners where the pillars are omitted are connected by the reinforcing connector, the ceiling span of the ceiling beam passing through the corners where the pillars are omitted is equal to that of the normal ceiling beam. Since the length of the ceiling beam is doubled, there is a risk that the double-length ceiling beam may be greatly bent or damaged. Therefore, the length of the ceiling beam that passes through the corner where the pillar is omitted cannot be so long, and there is a limit to the expansion of a wide continuous space where the pillar is omitted.

【0011】従来例3記載のユニット建物に使用する補
強梁は、天井梁の2倍にほぼ等しい長さになっているの
で、天井梁全体が補強され、従来例2記載の問題がな
い。しかし、この補強梁を長辺に取り付ける場合には、
補強梁が長辺の2倍とほぼ等しい長さ(ほぼ7200m
m、ほぼ9000mm、ほぼ10800mm)で、極め
て長く運搬し難いし、余り長いので建物ユニットの長辺
に取り付け難いという問題がある。又、この補強梁を短
辺に取り付ける場合には、補強梁が短辺の2倍とほぼ等
しい長さ(ほぼ4800mm)であり運搬し易いが、柱
省略角部を通過する長辺方向の天井スパンが長辺の天井
梁のほぼ2倍の長さとなるので次に示す問題が生ずる。
即ち、柱省略角部のない建物ユニットの場合でも、長辺
方向の天井梁は、若干撓んで(この撓みは許容される範
囲である)いるので、この上に、更に、補強梁で補強さ
れた短辺方向の天井梁も天井スパンが短辺の天井梁のほ
ぼ2倍になり若干の撓み(この撓みも許容される範囲で
ある)が加わる。従って、この柱省略角部の撓みと長辺
による撓みとが重なって、長辺の天井梁が大きく撓ん
で、許容範囲を超えるほど天井が低くなるという問題が
ある。
The reinforcing beam used for the unit building described in the prior art example 3 has a length substantially equal to twice the ceiling beam, so that the entire ceiling beam is reinforced, and the problem described in the prior art example 2 does not occur. However, when attaching this reinforcing beam to the long side,
The length of the reinforcing beam is almost equal to twice the long side (approximately 7200m
m, approximately 9000 mm, approximately 10800 mm), which makes it extremely difficult to carry the device, and is too long to be attached to the long side of the building unit. When the reinforcing beam is attached to the short side, the reinforcing beam has a length substantially equal to twice the short side (approximately 4800 mm) and is easy to carry. Since the span is almost twice as long as the long side ceiling beam, the following problem occurs.
In other words, even in the case of a building unit having no pillar elimination corner, the ceiling beam in the long side direction is slightly bent (this bending is within an allowable range), and is further reinforced with a reinforcing beam thereon. The ceiling beam in the short side direction also has a ceiling span almost twice as large as that of the short side ceiling beam, and is slightly bent (this bending is also within an allowable range). Therefore, there is a problem in that the bending of the pillar omitted corner portion and the bending of the long side overlap, and the ceiling beam on the long side is greatly bent, and the ceiling becomes lower as the ceiling beam exceeds the allowable range.

【0012】かかる問題が生ずる長辺の長さは、この長
辺の天井梁にかかる荷重によって異なり、はっきりとし
た寸法を示すことができないが、例えば、上階の柱がこ
の天井梁の上にあるというように、長辺の天井梁に大き
な荷重がかかる場合には、長辺の天井梁の長さがほぼ3
600mmでも許容範囲を超えることがある。又、天井
梁に大きな荷重がかからない通常の場合には、ほぼ45
00mmで許容範囲を超えることがあり、ほぼ5400
mmでは、ほとんど全て許容範囲を超える。尚、この長
辺が撓まないように長辺の厚みを大きくしてもよいが、
この柱省略角部を有するユニット建物用の天井梁の厚み
を大きくした特別な建物ユニットを製造するとなると、
建物ユニットが少量生産となり極めて高価になるという
問題がある。
The length of the long side in which such a problem occurs depends on the load applied to the ceiling beam on the long side, and cannot exhibit a clear dimension. When a large load is applied to the long side ceiling beam, as in
Even 600 mm may exceed the allowable range. In the normal case where a large load is not applied to the ceiling beam, almost 45
00mm may exceed the allowable range, almost 5400
In mm, almost all exceed the allowable range. In addition, the thickness of the long side may be increased so that the long side is not bent,
When it comes to manufacturing a special building unit with a thicker ceiling beam for a unit building with this pillar omitted corner,
There is a problem that the building units are produced in small quantities and become extremely expensive.

【0013】従来例4記載のユニット建物に使用する補
強梁は十字形になっているので、柱省略角部を構成する
それぞれの天井梁が補強されて従来例3記載のように天
井梁が許容範囲を超えるほど撓むことがなく極めて好ま
しいが、この補強梁が十字形をしているので、トラック
で運搬し難いという問題がある。かかる問題をなくする
ために、施工現場で組み立てるようにしても、補強梁が
大きいので、組み立てる作業が困難であるし、この作業
によって現場施工工数が増加するとい問題がある。
[0013] Since the reinforcing beams used in the unit building described in the prior art example 4 are cross-shaped, the respective ceiling beams forming the corners where the pillars are omitted are reinforced, and the ceiling beams are allowed as described in the prior art example 3. Although it is extremely preferable that it does not bend as it exceeds the range, there is a problem that it is difficult to transport by a truck because the reinforcing beam has a cross shape. Even if the assembly is performed at the construction site in order to eliminate such a problem, the assembling work is difficult because the reinforcing beam is large.

【0014】そこで、この発明の目的は、補強梁を容易
に運搬することができ、しかも、天井が許容範囲を超え
るほど低くならないユニット建物を提供することであ
る。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a unit building in which a reinforcing beam can be easily transported and the ceiling of which does not become lower than an allowable range.

【0015】[0015]

【課題を解決するための手段】本発明は上記目的を達成
するためになしたものであって、請求項1記載の発明
は、柱と床梁と天井梁とを平面矩形状の箱形に連結し、
且つ、この矩形状の一角に柱を省略した柱省略角部を有
する2乃至4個の建物ユニットが、長辺同士を対峙さ
せ、柱省略角部を互いに突き合わせて据え付けられたユ
ニット建物において、前記長辺同士を対峙させた建物ユ
ニットには、ほぼ一直線状になっている柱省略角部を通
過する一方の建物ユニットの短辺の天井梁と他方の建物
ユニットの短辺の天井梁とに、この両短辺の長さの和に
ほぼ等しい長さの補強梁が差し渡されて取り付けられ、
前記2乃至4個の建物ユニットの少なくとも1個の建物
ユニットには、柱省略角部を構成する長辺の天井梁に長
辺にほぼ等しい長さの別の補強梁が取り付けられている
ものである。
Means for Solving the Problems The present invention has been made to achieve the above object, and the invention according to claim 1 has a structure in which columns, floor beams, and ceiling beams are formed into a rectangular box shape. Concatenate,
Further, in the unit building in which two to four building units each having a pillar-abbreviated corner in which a pillar is omitted in one corner of the rectangular shape are installed with their long sides facing each other and the pillar-abbreviated corners abutting each other, In the building unit with the long sides facing each other, the ceiling beam on the short side of one building unit and the ceiling beam on the short side of the other building unit that pass through the pillar oval corner that is almost straight, A reinforcing beam with a length approximately equal to the sum of the lengths of both short sides is inserted across and attached,
At least one of the 2 to 4 building units has another reinforcing beam of a length substantially equal to the long side attached to the long side ceiling beam forming the column omitted corner portion. is there.

【0016】請求項2記載の発明は、柱と床梁と天井梁
とを平面矩形状の箱形に連結し、且つ、この矩形状の一
角に柱を省略した柱省略角部を有する2乃至4個の建物
ユニットが、長辺同士を対峙させ、柱省略角部を互いに
突き合わせて据え付けられたユニット建物において、前
記2乃至4個の建物ユニットは長辺の長さの異なる大形
建物ユニットと小形建物ユニットの2種類からなり、前
記長辺同士を対峙させた建物ユニットには、ほぼ一直線
状になっている柱省略角部を通過する一方の建物ユニッ
トの短辺の天井梁と他方の建物ユニットの短辺の天井梁
とに、この両短辺の長さの和にほぼ等しい長さの補強梁
が差し渡されて取り付けられ、大形建物ユニットには、
柱省略角部を構成する長辺の天井梁に大形建物ユニット
の長辺にほぼ等しい長さの別の補強梁が取り付けられて
いるものである。
According to a second aspect of the present invention, the column, the floor beam, and the ceiling beam are connected to each other in a box shape having a rectangular shape in a plane, and the rectangular shape has a pillar omitted corner portion in which the pillar is omitted in one corner. In a unit building in which four building units are installed with their long sides facing each other and the pillar omitted corners are abutted against each other, the two to four building units are large building units having different long side lengths. The building unit, which is composed of two types of small building units and whose long sides are opposed to each other, includes a ceiling beam on the short side of one building unit and a building on the other side which pass through a substantially straight pillar-abbreviated corner. A reinforcing beam with a length almost equal to the sum of the lengths of the two short sides is attached to the ceiling beam on the short side of the unit, and attached to the large building unit.
Another reinforcing beam having a length substantially equal to the long side of the large building unit is attached to the long side ceiling beam forming the column omitted corner portion.

【0017】請求項3記載の発明は、柱と床梁と天井梁
とを平面矩形状の箱形に連結し、且つ、この矩形状の一
角に柱を省略した柱省略角部を有する2乃至4個の建物
ユニットが、長辺同士を対峙させ、柱省略角部を互いに
突き合わせて据え付けられたユニット建物において、前
記2乃至4個の建物ユニットは長辺の長さの異なる大形
建物ユニットと小形建物ユニットの2種類からなり、前
記長辺同士を対峙させた建物ユニットには、ほぼ一直線
状になっている柱省略角部を通過する一方の建物ユニッ
トの短辺の天井梁と他方の建物ユニットの短辺の天井梁
とに、この両短辺の長さの和にほぼ等しい長さの補強梁
が差し渡されて取り付けられ、大形建物ユニットと小形
建物ユニットの両方の柱省略角部を構成する長辺の天井
梁に長辺にほぼ等しい長さの別の補強梁が取り付けられ
ているものである。
According to a third aspect of the present invention, the column, the floor beam, and the ceiling beam are connected to each other in a box shape having a rectangular shape in a plane, and each of the rectangular shapes has a pillar omitted corner portion in which the pillar is omitted in one corner. In a unit building in which four building units are installed with their long sides facing each other and the pillar omitted corners are abutted against each other, the two to four building units are large building units having different long side lengths. The building unit, which is composed of two types of small building units and whose long sides are opposed to each other, includes a ceiling beam on the short side of one building unit and a building on the other side which pass through a substantially straight pillar-abbreviated corner. A reinforcing beam with a length approximately equal to the sum of the lengths of the two short sides is attached to the ceiling beam on the short side of the unit and attached, and the column omitted corners of both the large building unit and the small building unit Make up the long side of the ceiling beam almost equal to the long side Another reinforcing beams have a length in which is mounted.

【0018】請求項1〜3記載の別の補強梁は、長辺の
天井梁を補強できればよいものであって、短辺の補強梁
と接続されてない。
Another reinforcing beam according to any one of claims 1 to 3 is only required to reinforce the long side ceiling beam, and is not connected to the short side reinforcing beam.

【0019】請求項4記載の発明は、柱と床梁と天井梁
とを平面矩形状の箱形に連結し、且つ、この矩形状の一
角に柱を省略した柱省略角部を有する2乃至4個の建物
ユニットが、長辺同士を対峙させ、柱省略角部を互いに
突き合わせて据え付けられたユニット建物において、前
記長辺同士を対峙させた建物ユニットには、ほぼ一直線
状になっている柱省略角部を通過する一方の建物ユニッ
トの短辺の天井梁と他方の建物ユニットの短辺の天井梁
とに、この両短辺の長さの和にほぼ等しい長さの補強梁
が差し渡されて取り付けられ、前記2乃至4個の建物ユ
ニットの少なくとも1個の建物ユニットには、柱省略角
部を構成する長辺の天井梁に長辺にほぼ等しい長さの別
の補強梁が、前記補強梁に連結され、又は、連結されず
に、取り付けられ、前記ほぼ一直線状になっている柱省
略角部を通過する一方の建物ユニットの短辺の天井梁と
他方の建物ユニットの短辺の天井梁とが、柱省略角部に
おいて剛接合されているものである。この請求項4記載
の発明において、柱省略角部を有する建物ユニットの天
井梁が更に機械的強度が必要な場合には、天井梁を剛接
合すると同時に、補強梁と別の補強梁とを剛接合すると
よい。
According to a fourth aspect of the present invention, the column, the floor beam and the ceiling beam are connected to each other in a plane rectangular box shape, and each of the rectangular shapes has a pillar omitted corner portion in which the pillar is omitted in one corner. In a unit building in which four building units are installed with their long sides facing each other and the pillar omitted corners are abutted against each other, the building units whose long sides face each other have pillars that are substantially linear. A reinforcing beam with a length approximately equal to the sum of the lengths of the two short sides is inserted between the short side ceiling beam of one building unit and the short side ceiling beam of the other building unit that passes through the omitted corner. At least one building unit of the 2 to 4 building units is provided with another reinforcing beam having a length substantially equal to the long side of the long side ceiling beam forming the pillar omitted corner portion, Attached to the reinforcement beam, with or without connection The short-side ceiling beam of one building unit and the short-side ceiling beam of the other building unit that pass through the substantially straight pillar omitted corner are rigidly joined at the pillar omitted corner. It is. In the invention according to claim 4, when the ceiling beam of the building unit having the column omitted corner portion requires further mechanical strength, the ceiling beam is rigidly connected and the reinforcing beam is rigidly connected to another reinforcing beam. It is good to join.

【0020】(作用)請求項1記載の発明は、ほぼ一直
線状になっている柱省略角部を通過する一方の建物ユニ
ットの短辺の天井梁と他方の建物ユニットの短辺の天井
梁とに、この両短辺の長さの和にほぼ等しい長さの補強
梁が差し渡されて取り付けられているから、この柱省略
角部を構成する短辺方向の一直線状になっている2本の
天井梁は補強されて撓み難く、撓んだとしても、天井ス
パンは両短辺の天井梁の長さの和にほぼ等しい長さで、
それ程長くなく、許容範囲の中に納まる。しかも、この
補強梁は両短辺の天井梁の長さの和にほぼ等しい長さで
あるので施工現場に運搬し易い。
(Function) The invention according to claim 1 is characterized in that a short side ceiling beam of one building unit and a short side ceiling beam of the other building unit pass through a substantially straight pillar-eliminated corner. In addition, a reinforcing beam having a length substantially equal to the sum of the lengths of the two short sides is inserted and attached. Ceiling beams are reinforced and difficult to bend, and even if bent, the ceiling span is almost equal to the sum of the lengths of the ceiling beams on both short sides,
Not too long and within acceptable limits. In addition, since this reinforcing beam has a length substantially equal to the sum of the lengths of the ceiling beams on both short sides, it can be easily transported to the construction site.

【0021】又、柱省略角部を構成する長辺の天井梁
に、長辺にほぼ等しい長さの別の補強梁が取り付けられ
ているから、この長辺が撓まない。従って、柱省略角部
を通過する短辺方向の天井梁が許容範囲に納まる程度に
撓んでいても、許容範囲を超えるほど天井が低くならな
い。しかも、この別の補強梁は長辺の天井梁にほぼ等し
い長さであるので、施工現場に運搬し易い。このように
補強梁も別の補強梁も運搬し易く、施工現場で補強梁を
組み立てる必要がないので、現場施工工数が増加しな
い。
In addition, since another reinforcing beam having a length substantially equal to the long side is attached to the ceiling beam on the long side constituting the column omitted corner portion, this long side does not bend. Therefore, even if the ceiling beam in the short side direction passing through the column omitted corner is bent to the extent that it falls within the allowable range, the ceiling does not become lower enough to exceed the allowable range. In addition, since this other reinforcing beam has substantially the same length as the long side ceiling beam, it can be easily transported to the construction site. As described above, the reinforcing beam and another reinforcing beam are easily transported, and it is not necessary to assemble the reinforcing beam at the construction site.

【0022】請求項2記載の発明は、2乃至4個の建物
ユニットが長辺の長さの異なる大形建物ユニットと小形
建物ユニットの2種類からなる。即ち、建物ユニット
が、長辺が例えば3600mmとほぼ等しい長さの小形
建物ユニットと、長辺が例えば5400mmとほぼ等し
い長さの大形建物ユニットの2種類からなる。
According to the second aspect of the present invention, the two to four building units are composed of two types, a large building unit and a small building unit having different long sides. That is, there are two types of building units: a small building unit having a long side approximately equal to 3600 mm, for example, and a large building unit having a long side approximately equal to 5400 mm for example.

【0023】そして、請求項1記載の発明と同様に、ほ
ぼ一直線状になっている柱省略角部を通過する一方の建
物ユニットの短辺の天井梁と他方の建物ユニットの短辺
の天井梁とに、この両短辺の長さの和にほぼ等しい長さ
の補強梁が差し渡されて取り付けられているから、この
柱省略角部を含む短辺は補強されて撓み難く、撓んだと
しても、天井スパンは両短辺の天井梁の長さの和にほぼ
等しい長さで、それ程長くなく、許容範囲の中に納ま
る。
In the same manner as in the first aspect of the present invention, the short side ceiling beam of one building unit and the short side ceiling beam of the other building unit pass through the substantially straight pillar omitted corner. Since a reinforcing beam having a length substantially equal to the sum of the lengths of the two short sides is installed across the short side, the short side including the pillar omitted corner is reinforced and hardly bent, and is bent. Even so, the ceiling span is almost equal to the sum of the lengths of the ceiling beams on both short sides, is not so long, and falls within the allowable range.

【0024】又、大形建物ユニットには、柱省略角部を
構成する長辺の天井梁に大形建物ユニットの長辺にほぼ
等しい長さの別の補強梁が取り付けられているから、従
来、撓み易かった大形建物ユニットの長辺が撓まなくな
る。従って、柱省略角部を通過する短辺方向の天井梁が
許容範囲に納まる程度に撓んでいても、許容範囲を超え
るほど天井が低くならない。
Further, in the large building unit, another reinforcing beam having a length substantially equal to the long side of the large building unit is attached to the long side ceiling beam forming the column omitted corner portion. In addition, the long side of the large building unit which is easily bent does not bend. Therefore, even if the ceiling beam in the short side direction passing through the column omitted corner is bent to the extent that it falls within the allowable range, the ceiling does not become lower enough to exceed the allowable range.

【0025】尚、この請求項2記載の発明では、小形建
物ユニットの長辺の天井梁は補強されていてもよいし、
補強されなくともよい。換言すると、この小形建物ユニ
ットの長辺の天井梁が例えばほぼ3600mmというよ
うに短く、しかも、大きな荷重がかからなく撓み難い場
合には補強しなくともよいのである。しかも、この補強
梁と別の補強梁は施工現場に運搬し易く、施工現場で補
強梁を組み立てる必要がないので、現場施工工数が増加
しない。
According to the second aspect of the present invention, the ceiling beam on the long side of the small building unit may be reinforced,
It does not need to be reinforced. In other words, when the ceiling beam on the long side of this small building unit is short, for example, approximately 3600 mm, and when a large load is not applied and it is difficult to bend, it is not necessary to reinforce. In addition, this reinforcing beam and another reinforcing beam are easily transported to the construction site, and there is no need to assemble the reinforcing beam at the construction site.

【0026】請求項3記載の発明は、請求項2記載の発
明と同様に、建物ユニットは長辺の長さの異なる大形建
物ユニットと小形建物ユニットの2種類からなり、前記
建物ユニットには、ほぼ一直線状になっている柱省略角
部を通過する一方の建物ユニットの短辺の天井梁と他方
の建物ユニットの短辺の天井梁とに、この両短辺の長さ
の和にほぼ等しい長さの補強梁が差し渡されて取り付け
られているから、請求項2記載の発明の作用の項に記載
されているように、この柱省略角部を含む短辺方向の天
井梁は補強されて撓み難く、撓んだとしても、天井スパ
ンは両短辺の天井梁の長さの和にほぼ等しい長さで、そ
れ程長くなく、許容範囲の中に納まる。しかも、この補
強梁は両短辺の天井梁の長さの和にほぼ等しい長さであ
るので施工現場に運搬し易い。
According to a third aspect of the present invention, as in the second aspect, the building units are composed of two types of large building units and small building units having different long sides. The sum of the lengths of the two short sides is almost equal to the short side ceiling beam of one building unit and the short side ceiling beam of the other building unit that pass through the substantially straight pillar omitted corner. Since the reinforcing beams having the same length are installed across the space, the ceiling beam in the short side direction including the corners where the pillars are omitted is reinforced, as described in the operation section of the second aspect of the present invention. The ceiling span is almost equal to the sum of the lengths of the ceiling beams on both short sides, is not so long, and falls within an allowable range. In addition, since this reinforcing beam has a length substantially equal to the sum of the lengths of the ceiling beams on both short sides, it can be easily transported to the construction site.

【0027】又、大形建物ユニットと小形建物ユニット
の両方の柱省略角部を構成する長辺の天井梁に長辺にほ
ぼ等しい長さの別の補強梁が取り付けられているから、
大形建物ユニットと小形建物ユニットの長辺方向の天井
梁、即ち、すべての建物ユニットの長辺方向の天井梁が
撓まない。従って、短辺方向の天井梁が許容範囲に納ま
る程度に撓んでいても、許容範囲を超えるほど天井が低
くならない。しかも、この別の補強梁は長辺の天井梁に
ほぼ等しい長さであるので、施工現場に運搬し易い。こ
のように補強梁も別の補強梁も運搬し易く、施工現場で
補強梁を組み立てる必要がないので、現場施工工数が増
加しない。
In addition, since another reinforcing beam having a length substantially equal to the long side is attached to the long side ceiling beam forming the pillar omitted corner portion of both the large building unit and the small building unit,
The ceiling beams in the long side direction of the large building units and the small building units, that is, the ceiling beams in the long side direction of all the building units are not bent. Therefore, even if the ceiling beam in the short side direction is bent to the extent that it falls within the allowable range, the ceiling does not become lower enough to exceed the allowable range. In addition, since this other reinforcing beam has substantially the same length as the long side ceiling beam, it can be easily transported to the construction site. As described above, the reinforcing beam and another reinforcing beam are easily transported, and it is not necessary to assemble the reinforcing beam at the construction site.

【0028】請求項4記載の発明は、ほぼ一直線状にな
っている柱省略角部を通過する一方の建物ユニットの短
辺の天井梁と他方の建物ユニットの短辺の天井梁とが、
柱省略角部において剛接合されているから、柱省略角部
を通過する短辺方向の梁の強度は、一方の建物ユニット
の短辺の天井梁と他方の建物ユニットの短辺の天井梁と
が剛接合され直列一本化した梁の強度に、補強梁の強度
が加わったものとなり、両方の天井梁が剛接合されない
場合に比べ、撓みが極めて少なくなる。この請求項4記
載の発明において、天井梁を剛接合すると同時に、補強
梁と別の補強梁とを剛接合させると、天井梁の機械的強
度が更に大きくなる。
According to a fourth aspect of the present invention, the ceiling beam on the short side of one building unit and the ceiling beam on the short side of the other building unit that pass through the substantially straight pillar-eliminated corner are:
Since the beam is rigidly connected at the corner where the column is omitted, the strength of the beam in the short side direction passing through the corner where the column is omitted is the same as the ceiling beam on the short side of one building unit and the ceiling beam on the short side of the other building unit. Are rigidly joined together with the strength of the reinforcing beam to the strength of the beam integrated in series, and the deflection is extremely reduced as compared with the case where both ceiling beams are not rigidly joined. In the invention according to claim 4, when the ceiling beam is rigidly connected and the reinforcing beam is rigidly connected to another reinforcing beam, the mechanical strength of the ceiling beam is further increased.

【0029】[0029]

【発明の実施の形態】次に、本発明の実施の形態を示
す。 (実施例1)図1〜図4は本発明の一実施例を示すもの
で、図1(イ)はユニット建物を示す斜視説明図、
(ロ)は(イ)の1階部分の建物ユニットの配置を示す
平面視配置図、図2は建物ユニットの骨格を示す斜視説
明図、図3は柱省略角部を有する建物ユニットの骨格を
示す斜視説明図、図4は柱省略角部を有する建物ユニッ
トに補強梁を取り付けている状態を示す斜視説明図、図
5は柱省略角部を有する建物ユニットに補強梁を取り付
けた状態を示す斜視説明図である。
Next, an embodiment of the present invention will be described. (Embodiment 1) FIGS. 1 to 4 show an embodiment of the present invention, and FIG. 1 (a) is a perspective explanatory view showing a unit building.
(B) is a plan view layout showing the arrangement of the building units on the first floor portion of (a), FIG. 2 is a perspective explanatory view showing the skeleton of the building unit, and FIG. FIG. 4 is a perspective explanatory view showing a state in which a reinforcing beam is attached to a building unit having a pillar omitted corner, and FIG. 5 is a view showing a state in which a reinforcing beam is attached to a building unit having a pillar omitted corner. It is a perspective explanatory view.

【0030】図1〜図5において、Uはユニット建物で
あり、このユニット建物Uは、図1に示すように、基礎
9の上に5個の建物ユニット1と4個の柱省略角部を有
する建物ユニット2とが据え付けられ、この5個の建物
ユニット1と4個の柱省略角部を有する建物ユニット2
の上に9個の建物ユニット1が据え付けられ、この9個
の建物ユニット1の上に屋根ユニット4(ユニット境界
線省略)が据え付けられたものである。
In FIGS. 1 to 5, U is a unit building. As shown in FIG. 1, the unit building U has five building units 1 and four pillar omitted corners on a foundation 9 as shown in FIG. Building unit 2 having the five building units 1 and four pillar omitted corners
On the other hand, nine building units 1 are installed, and a roof unit 4 (unit boundary lines omitted) is installed on the nine building units 1.

【0031】建物ユニット1は、図2に示すように、平
面矩形状の四隅に配置した4本の柱11と、この4本の
柱11の上端部を矩形状の辺に沿って連結した天井梁1
3と、この4本の柱11の下端部を矩形状の辺に沿って
連結した床梁12とからなる骨格を有し、この相対する
天井梁13、13に天井野縁17を差し渡し、この天井
野縁17の下面に天井材を取り付けて天井を形成し、相
対する床梁12、12に床小梁15を差し渡し、この床
小梁15の上に床根太16を取り付け、この床根太16
の上に床材を取り付けて床を形成し、天井梁13と床梁
12との間に間柱19を取り付け、この間柱19に壁パ
ネルを取り付けて壁を形成したものである。
As shown in FIG. 2, the building unit 1 has four pillars 11 arranged at four corners of a plane rectangular shape, and a ceiling in which the upper ends of the four pillars 11 are connected along a rectangular side. Beam 1
3 and a floor beam 12 connecting the lower ends of the four pillars 11 along a rectangular side, and a ceiling edge 17 is inserted between the opposed ceiling beams 13, 13. A ceiling material is attached to the lower surface of the ceiling edge 17 to form a ceiling, a floor beam 15 is inserted between the opposing floor beams 12, 12, a floor joist 16 is mounted on the floor beam 15, and a floor joist 16 is attached.
A floor is formed by attaching a floor material on the ceiling, a stud 19 is attached between the ceiling beam 13 and the floor beam 12, and a wall panel is attached to the stud 19 to form a wall.

【0032】柱省略角部を有する建物ユニット2は、図
3に示すように、平面矩形状の四隅に配置した3本の柱
21と上下にジョイント材31、32を仮固定した仮柱
3と、この3本の柱21の上端部やジョイント材31を
矩形状の辺に沿って連結した天井梁23と、この2本の
柱21の下端部やジョイント材32を矩形状の辺に沿っ
て連結した床梁22とからなる骨格を有し、この相対す
る天井梁23、23に天井野縁27を差し渡し、この天
井野縁27の下面に天井材を取り付けて天井を形成し、
相対する床梁22、22に床小梁25を差し渡し、この
床小梁25の上に床根太26取り付け、この床根太26
の上に床材を取り付けて床を形成し、天井梁23と床梁
22との間に間柱29を取り付け、この間柱29に壁パ
ネルを取り付けて壁を形成したものである。
As shown in FIG. 3, the building unit 2 having the pillar omitted corners includes three pillars 21 arranged at four corners of a plane rectangular shape and a temporary pillar 3 in which joint members 31 and 32 are temporarily fixed vertically. The ceiling beam 23 connecting the upper ends of the three pillars 21 and the joint member 31 along the rectangular side, and the lower ends of the two pillars 21 and the joint member 32 along the rectangular side. It has a skeleton composed of connected floor beams 22, a ceiling edge 27 is inserted between the opposed ceiling beams 23, 23, and a ceiling material is attached to a lower surface of the ceiling edge 27 to form a ceiling,
A floor beam 25 is inserted between the opposing floor beams 22, 22, a floor joist 26 is mounted on the floor joist 25, and the floor joist 26 is
A floor is formed by attaching a floor material to the ceiling, a stud 29 is attached between the ceiling beam 23 and the floor beam 22, and a wall panel is attached to the stud 29 to form a wall.

【0033】建物ユニット1および柱省略角部を有する
建物ユニット2は短辺方向の長さがほぼ2400mmで
あり、長辺方向の長さがほぼ5400mmであり、高さ
がほぼ2800mmである。5は短辺方向の天井梁23
を補強する補強梁であり、この補強梁5の長さはほぼ4
800mmであり、短辺方向の天井梁23の2倍の長さ
にほぼ同じ(建物ユニット2を長辺を退治させて据え付
けたときの両方の短辺の長さの和にほぼ同じ)である。
6は長辺方向の天井梁23を補強する補強梁であり、こ
の補強梁6の長さはほぼ5400mmであり、長辺方向
の天井梁23の長さにほぼ同じである。
The building unit 1 and the building unit 2 having the column omitted corner have a length in the short side of about 2400 mm, a length in the long side of about 5400 mm, and a height of about 2800 mm. 5 is the short side ceiling beam 23
The reinforcing beam 5 has a length of approximately 4
800 mm, which is almost the same as twice the length of the ceiling beam 23 in the short side direction (substantially the same as the sum of the lengths of both short sides when the building unit 2 is installed with the long sides eliminated). .
Reference numeral 6 denotes a reinforcing beam for reinforcing the ceiling beam 23 in the long side direction. The length of the reinforcing beam 6 is approximately 5400 mm, which is substantially the same as the length of the ceiling beam 23 in the long side direction.

【0034】そして、ユニット建物Uは、柱省略角部を
有する建物ユニット2が、長辺同士を対峙させ、柱省略
角部を突き合わせて据え付けられ、図4に示すように、
一方の柱省略角部を有する建物ユニット2の短辺の天井
梁23が対峙している隙間55から柱省略角部を経て他
方の柱省略角部を有する建物ユニット2の短辺の天井梁
23が対峙しているほぼ一直線状になっている隙間56
に補強梁5が挿入され、両側の短辺の天井梁23と補強
梁5とがボルト・ナットで連結され、柱省略角部を有す
る建物ユニット2の長辺の天井梁23が対峙している2
箇所の隙間65、66にそれぞれ補強梁6が挿入され、
補強梁6と両側の長辺の天井梁23とがボルト・ナット
で連結され、仮柱3がジョイント材31、32から取り
外され、この柱省略角部を有する建物ユニット2の周囲
に建物ユニット1が長辺同士や短辺同士を対峙させて据
え付けられて1階が構成され、この1階の建物ユニット
1および柱省略角部を有する建物ユニット2の上に建物
ユニット1が据え付けられて2階が構成され、この2階
の建物ユニット2の上に屋根ユニット4が据え付けられ
たものである。屋根ユニット4の構造は従来と同じであ
るので説明を省略する。
In the unit building U, the building unit 2 having the pillar omitted corners is installed with the long sides facing each other and the pillar omitted corners are abutted, as shown in FIG.
The ceiling beam 23 on the short side of the building unit 2 having the column omitted corner from the gap 55 facing the ceiling beam 23 on the short side of the building unit 2 having one column omitted corner via the column omitted corner. Are substantially linear gaps facing each other
The ceiling beams 23 on both short sides and the reinforcement beams 5 are connected to each other with bolts and nuts, and the ceiling beams 23 on the long side of the building unit 2 having the pillar omitted corners face each other. 2
The reinforcing beams 6 are inserted into the gaps 65 and 66 at the locations, respectively.
The reinforcing beam 6 and the long-sided ceiling beam 23 on both sides are connected by bolts and nuts, the temporary column 3 is removed from the joint members 31 and 32, and the building unit 1 is surrounded by the building unit 2 having the column omitted corner. Is installed with the long sides and the short sides facing each other to form the first floor. The building unit 1 is installed on the building unit 1 on the first floor and the building unit 2 having the pillar omitted corner, and the second floor is provided. The roof unit 4 is installed on the building unit 2 on the second floor. Since the structure of the roof unit 4 is the same as the conventional one, the description is omitted.

【0035】次に、このユニット建物Uの施工方法を説
明する。工場で、図2に示すように、平面矩形状の四隅
に4本の柱11を配置し、この4本の柱11の上端部を
天井梁13で矩形状の辺に沿って連結し、この4本の柱
11の下端部を床梁12で矩形状の辺に沿って連結して
建物ユニット1の骨格を製造する。
Next, a method of constructing the unit building U will be described. At the factory, as shown in FIG. 2, four pillars 11 are arranged at four corners of a plane rectangular shape, and upper ends of the four pillars 11 are connected along a rectangular side by a ceiling beam 13. The lower ends of the four pillars 11 are connected by floor beams 12 along the rectangular sides to manufacture the skeleton of the building unit 1.

【0036】次に、この建物ユニット1の骨格の相対す
る天井梁13、13に天井野縁17を差し渡し、この天
井野縁17の下面に天井材を取り付けて天井を形成し、
相対する床梁12、12に床小梁15を差し渡し、この
床小梁15の上に床根太16を取り付け、この床根太1
6の上に床材を取り付けて床と形成し、天井梁13と床
梁12との間に間柱19を取り付け、この間柱19に壁
パネルを取り付けて壁を形成して建物ユニット1を製造
する。
Next, a ceiling edge 17 is inserted between the opposite ceiling beams 13 and 13 of the skeleton of the building unit 1, and a ceiling material is attached to the lower surface of the ceiling edge 17 to form a ceiling.
A floor beam 15 is inserted between the opposing floor beams 12, 12, and a floor joist 16 is mounted on the floor beam 15.
6, a floor material is attached to form a floor, a stud 19 is attached between the ceiling beam 13 and the floor beam 12, and a wall panel is attached to the stud 19 to form a wall to manufacture the building unit 1. .

【0037】又、図3に示すように、平面矩形状の四隅
に3本の柱21と上下にジョイント材31、32を仮固
定した仮柱3とを配置し、この3本の柱11の上端部や
ジョイント材31を天井梁23で矩形状の辺に沿って連
結し、この2本の柱11の下端部やジョイント材32を
床梁22で矩形状の辺に沿って連結して柱省略角部を有
する建物ユニット2の骨格を製造する
As shown in FIG. 3, three pillars 21 and temporary pillars 3 to which joint materials 31 and 32 are temporarily fixed are arranged at four corners of a plane rectangular shape. The upper end and the joint member 31 are connected along a rectangular side by a ceiling beam 23, and the lower ends of the two columns 11 and the joint member 32 are connected along a rectangular side by a floor beam 22 to form a pillar. Manufacture the skeleton of the building unit 2 with the omitted corners

【0038】次に、この柱省略角部を有する建物ユニッ
ト2の骨格の相対する天井梁23、23に天井野縁27
を差し渡し、この天井野縁27の下面に天井材を取り付
けて天井を形成し、相対する床梁22、22に床小梁2
4を差し渡し、この上に床根太25を取り付け、この床
根太25の上に床材を取り付けて床を形成し、天井梁2
3と床梁22との間に間柱29を取り付け、この間柱2
9に壁パネルを取り付けて壁を形成して柱省略角部を有
する建物ユニット2を製造する。又、補強梁5、補強梁
6、屋根ユニット4等を製造にす。
Next, the ceiling frame 23 is attached to the opposite ceiling beams 23 of the frame of the building unit 2 having the pillar omitted corners.
The ceiling material is attached to the lower surface of the ceiling edge 27 to form a ceiling, and the floor beams 22,
4 and a floor joist 25 is mounted thereon, and a floor material is mounted on the floor joist 25 to form a floor.
A stud 29 is attached between the floor beam 3 and the floor beam 22, and this stud 2
The building unit 2 having the corners where the pillars are omitted is manufactured by attaching a wall panel to 9 and forming a wall. Also, the reinforcing beams 5, the reinforcing beams 6, the roof unit 4, and the like are manufactured.

【0039】この建物ユニット1、柱省略角部を有する
建物ユニット2、補強梁5、補強梁6、屋根ユニット4
等を施工現場に運搬する。すると、建物ユニット1、柱
省略角部を有する建物ユニット2、屋根ユニット4等
は、従来と同じ大きさであるのでトラックで運搬し易
い。又、補強梁5は柱省略角部を有する建物ユニット2
の短辺の天井梁23の2倍にほぼ等しい長さの長尺体で
あるし、補強梁6は長辺の天井梁23とほぼ同じ長さの
長尺体であるので、運搬し易い。
The building unit 1, the building unit 2 having the column omitted corner, the reinforcing beam 5, the reinforcing beam 6, and the roof unit 4
Etc. to the construction site. Then, the building unit 1, the building unit 2 having the pillar omitted corners, the roof unit 4, and the like have the same size as the conventional one, so that they can be easily carried by truck. In addition, the reinforcing beam 5 is a building unit 2 having a column omitted corner portion.
And the reinforcing beam 6 is a long body having substantially the same length as the long-side ceiling beam 23, so that it is easy to carry.

【0040】施工現場では、予め設けている基礎9の上
に、柱省略角部を有する建物ユニット2を、長辺同士を
対峙させ、柱省略角部を突き合わせて据え付け、図4に
示すように、一方の柱省略角部を有する建物ユニット2
の短辺の天井梁23が対峙しているほぼ一直線状になっ
ている隙間55から柱省略角部を経て他方の柱省略角部
を有する建物ユニット2の短辺の天井梁23が対峙して
いる隙間56に補強梁5を挿入し、又、柱省略角部を有
する建物ユニット2の長辺の天井梁23が対峙している
2箇所の隙間65、66にそれぞれ補強梁6を挿入し、
この補強梁5、6をそれぞれ両側の天井梁23で挟んで
ボルト・ナットで取り付けた後、仮柱3をジョイント材
31、32から取り外すと、図5に示す構造になる。そ
の後、この柱省略角部を有する建物ユニット2の周囲に
建物ユニット1を長辺同士や短辺同士を対峙させて据え
付けて1階を完成させる。
At the construction site, the building unit 2 having the pillar omitting corners is installed on the foundation 9 provided in advance with the long sides facing each other and the pillar omitting corners facing each other as shown in FIG. , Building unit 2 having one of the corners omitted
The ceiling beam 23 on the short side of the building unit 2 having the column omitted corner portion passes through the column omission corner portion from the substantially linear gap 55 where the short side ceiling beam 23 confronts the other portion. The reinforcing beam 5 is inserted into the gap 56, and the reinforcing beam 6 is inserted into the two gaps 65 and 66 where the ceiling beam 23 on the long side of the building unit 2 having the column omitted corner is opposed.
After the reinforcing beams 5 and 6 are respectively sandwiched between the ceiling beams 23 on both sides and attached with bolts and nuts, the temporary columns 3 are removed from the joint members 31 and 32 to obtain a structure shown in FIG. Thereafter, the building unit 1 is installed around the building unit 2 having the pillar omitted corners with the long sides and the short sides facing each other to complete the first floor.

【0041】次に、この1階の建物ユニット1および柱
省略角部を有する建物ユニット2の上に建物ユニット1
を据え付けて2階を完成させ、この2階の建物ユニット
2の上に屋根ユニット4を据え付け、その他の仕上げを
行うとユニット建物Uが完成する。このようにして完成
したユニット建物Uでは、この柱省略部を有する建物ユ
ニット2を、建物ユニット1等と組み立てた後に、仮柱
3がジョイント材31、32から外されているので、こ
の仮柱3の部分に広く連続した居住空間を形成させるこ
とができる。
Next, the building unit 1 is placed on the building unit 1 on the first floor and the building unit 2 having the pillar omitted corner.
Is completed to complete the second floor, the roof unit 4 is mounted on the building unit 2 on the second floor, and the other finishing is performed to complete the unit building U. In the unit building U completed in this manner, the temporary column 3 is removed from the joint members 31 and 32 after the building unit 2 having the column omitted portion is assembled with the building unit 1 and the like. A wide and continuous living space can be formed in the portion 3.

【0042】又、このユニット建物Uでは、ほぼ一直線
状になっている柱省略部を通過する一方の建物ユニット
2の短辺の天井梁23と他方の建物ユニット2の短辺の
天井梁23とに短辺の2倍にほぼ等しい長さの補強梁5
が差し渡されて取り付けられているから、この柱省略角
部を構成する短辺方向の天井梁23は補強されて撓み難
く、撓んだとしても、天井スパンは短辺の天井梁の2倍
にほぼ等しい長さ(ほぼ4800mm)で、それ程長く
なく、許容範囲の中に納まる。
In this unit building U, the ceiling beam 23 on the short side of one building unit 2 and the ceiling beam 23 on the short side of the other building unit 2 passing through the pillar omission portion which is substantially straight. Reinforced beam 5 of length approximately equal to twice the short side
, The ceiling beam 23 in the short side direction which forms the corner portion where the pillar is omitted is reinforced and hardly bent, and even if bent, the ceiling span is twice that of the short side ceiling beam. (Approximately 4800 mm), not too long and within acceptable limits.

【0043】又、柱省略角部を構成する長辺の天井梁2
3に、長辺にほぼ等しい長さの別の補強梁6が取り付け
られているから、この長辺の天井梁23は撓まない。こ
のようになっているので、短辺方向の天井梁が許容範囲
に納まる程度に撓んでいても、長辺方向の天井梁23が
撓まないので、許容範囲を超えるほど天井が低くならな
い。
Also, the long side ceiling beam 2 forming the column omitted corner portion
Since another reinforcing beam 6 having a length substantially equal to the long side is attached to 3, the ceiling beam 23 on this long side does not bend. With this configuration, even if the ceiling beam in the short side direction is bent to the extent that it falls within the allowable range, the ceiling beam 23 in the long side direction is not bent.

【0044】(実施例2)図6および図7は本発明の他
の実施例を示すもので、図6(イ)はユニット建物を示
す斜視説明図、(ロ)は(イ)の1階部分の建物ユニッ
トの配置を示す平面視配置図、図7は柱省略角部を有す
る建物ユニットに補強梁を取り付けている状態を示す斜
視説明図である。
(Embodiment 2) FIGS. 6 and 7 show another embodiment of the present invention. FIG. 6 (a) is a perspective explanatory view showing a unit building, and (b) is the first floor of (a). FIG. 7 is a perspective view showing a state in which a reinforcing beam is attached to a building unit having a corner omitted by a pillar.

【0045】図6および図7において、Uaはユニット
建物であり、このユニット建物Uaは、図6に示すよう
に、基礎9aの上に5個の建物ユニット1aと3個の柱
省略角部を有する建物ユニット2aとが据え付けられ、
この5個の建物ユニット1aと3個の柱省略角を有する
建物ユニット2aの上に8個の建物ユニット1aが据え
付けられ、この8個の建物ユニット1aの上に屋根ユニ
ット4a(ユニット境界線省略)が据え付けられ、2階
の建物ユニット1aの角部にベランダ8aが取り付けら
れたものである。
In FIGS. 6 and 7, Ua is a unit building. As shown in FIG. 6, this unit building Ua has five building units 1a and three pillar omitted corners on a foundation 9a. Building unit 2a is installed,
Eight building units 1a are installed on the five building units 1a and the building unit 2a having three pillar elimination angles, and the roof unit 4a (unit boundary line elimination is omitted) on the eight building units 1a. ) Is installed, and a veranda 8a is attached to a corner of the building unit 1a on the second floor.

【0046】建物ユニット1aは、実施例1の建物ユニ
ットとほぼ同じ構造をしているが、長辺の長さがほぼ5
400mmの大形建物ユニット1a−1と長辺の長さが
ほぼ4500mmの小形建物ユニット1a−2の2種類
であることが異なる。
The building unit 1a has substantially the same structure as the building unit of the first embodiment, but has a long side of about 5
The difference is that there are two types: a large building unit 1a-1 of 400 mm and a small building unit 1a-2 having a long side of approximately 4500 mm.

【0047】柱省略角部を有する建物ユニット2aも、
実施例1の柱省略角部を有する建物ユニットとほぼ同じ
構造をしているが、長辺の長さがほぼ5400mmの大
形建物ユニット2a−1と長辺の長さがほぼ4500m
mの小形建物ユニット2a−2の2種類であることが異
なる。
The building unit 2a having the column omitted corner is also
The building unit has substantially the same structure as the building unit having the pillar omitted corner portion of the first embodiment, but the large building unit 2a-1 having a long side length of about 5400 mm and the long side length of about 4500 m
The difference is that there are two types of m small building units 2a-2.

【0048】5aは柱省略角部を有する建物ユニット2
aの短辺方向の天井梁23aを補強する補強梁であり、
この補強梁5aの長さはほぼ4800mmであり、短辺
方向の天井梁の2倍の長さにほぼ同じである。
Reference numeral 5a denotes a building unit 2 having a pillar omitted corner.
a reinforcing beam for reinforcing the ceiling beam 23a in the short side direction of a.
The length of the reinforcing beam 5a is approximately 4800 mm, which is approximately the same as twice the length of the ceiling beam in the short side direction.

【0049】6aは柱省略角部を有する建物ユニット2
aの大形建物ユニット2a−1の長辺方向の天井梁23
aを補強する補強梁であり、この補強梁6aの長さはほ
ぼ4500mmであり、大形建物ユニット2a−1の長
辺方向の天井梁23aの長さとほぼ同じである。
Reference numeral 6a denotes a building unit 2 having a pillar omitted corner.
The ceiling beam 23 in the long side direction of the large building unit 2a-1 of a
The reinforcing beam 6a has a length of approximately 4500 mm, which is substantially the same as the length of the ceiling beam 23a in the long side direction of the large building unit 2a-1.

【0050】7aは柱省略角部を有する建物ユニット2
aの小形建物ユニット2a−2の長辺方向の天井梁23
aを補強する補強梁であり、この補強梁7aの長さはほ
ぼ3600mmであり、小形建物ユニット2a−2の長
辺方向の天井梁23aの長さとほぼ同じである。
Reference numeral 7a denotes a building unit 2 having a pillar omitted corner.
The ceiling beam 23 in the long side direction of the small building unit 2a-2 of a
The reinforcing beam 7a has a length of approximately 3600 mm, which is substantially the same as the length of the ceiling beam 23a in the long side direction of the small building unit 2a-2.

【0051】そして、ユニット建物Uaは、柱省略角部
を有する建物ユニット2aが、長辺同士を対峙させ、柱
省略角部を突き合わせて据え付けられ、図7に示すよう
に、一方の柱省略角部を有する大形建物ユニット2a−
1の短辺の天井梁23aと小形建物ユニット2a−2の
天井梁23aとが対峙している隙間55aに補強梁5a
が挿入され、両側の天井梁23aと補強梁5aとがボル
ト・ナットで連結され、更に、この補強梁5aが柱省略
角部を経て他方の柱省略角部を有する大形建物ユニット
2aの短辺の天井梁23aに沿って延長され、この補強
梁5aがボルトナットで天井梁23aに連結され、又、
柱省略角部を有する大形建物ユニット2a−1の長辺の
天井梁23aが対峙している隙間65aに補強梁6aが
挿入され、両側の天井梁23aと補強梁6aとがボルト
・ナットで連結され、又、補強梁7aが柱省略角部を構
成する小形建物ユニット2a−2の長辺の天井梁23a
に当接され、ボルト・ナットで補強梁7aと天井梁23
aとが連結され、仮柱3aがジョイント材31a、32
aから取り外され、この柱省略角部を有する建物ユニッ
ト2aの周囲に建物ユニット1aが長辺同士または短辺
同士を対峙させて据え付けられて1階が構成され、この
1階の建物ユニット1aおよび柱省略角部を有する建物
ユニット2aの上に建物ユニット1aが据え付けられて
2階が構成され、この2階の建物ユニット2aの上に屋
根ユニット4a(ユニット境界線省略)が据え付けられ
たものである。屋根ユニット4aの構造は従来と同じで
あるので説明を省略する。
In the unit building Ua, a building unit 2a having a pillar omitted corner portion is installed with its long sides facing each other and the pillar omitted corner portions facing each other, and as shown in FIG. Building unit 2a-
The reinforcement beam 5a is provided in a gap 55a where the ceiling beam 23a on the short side of the small object 1 and the ceiling beam 23a of the small building unit 2a-2 face each other.
Is inserted, the ceiling beam 23a on both sides and the reinforcing beam 5a are connected by bolts and nuts, and the reinforcing beam 5a passes through the column omitted corner, and the short beam of the large building unit 2a having the other column omitted corner. The reinforcing beam 5a is extended along the side ceiling beam 23a, and the reinforcing beam 5a is connected to the ceiling beam 23a with bolts and nuts.
The reinforcing beam 6a is inserted into the gap 65a facing the long side ceiling beam 23a of the large building unit 2a-1 having the column omitted corner, and the ceiling beam 23a and the reinforcing beam 6a on both sides are bolted and nutd. The long-sided ceiling beam 23a of the small building unit 2a-2 which is connected and the reinforcing beam 7a forms a corner where the pillar is omitted
And the reinforcing beam 7a and the ceiling beam 23 are fastened by bolts and nuts.
and the temporary column 3a is connected to the joint members 31a, 32
a, the building unit 1a is installed around the building unit 2a having the pillar omitted corner with the long sides or the short sides facing each other to form a first floor. The building unit 1a is installed on a building unit 2a having a pillar abbreviation corner to form a second floor, and a roof unit 4a (unit boundary line omitted) is installed on the building unit 2a on the second floor. is there. Since the structure of the roof unit 4a is the same as the conventional one, the description is omitted.

【0052】次に、このユニット建物Uaの施工方法を
説明する。工場で、実施例1に示す方法と同じようにし
て、建物ユニット1a(大形建物ユニット1a−1およ
び小形建物ユニット1a−2)と柱省略角部を有する建
物ユニット2a(大形建物ユニット2a−1および小形
建物ユニット2a−2)を製造する。又、補強梁5a、
補強梁6a、補強梁7a、屋根ユニット4a等を製造す
る。
Next, a method of constructing the unit building Ua will be described. At the factory, the building unit 1a (the large building unit 1a-1 and the small building unit 1a-2) and the building unit 2a (the large building unit 2a) having the pillar omitted corners are made in the same manner as the method shown in the first embodiment. -1 and small building units 2a-2). Also, the reinforcing beams 5a,
The reinforcing beam 6a, the reinforcing beam 7a, the roof unit 4a and the like are manufactured.

【0053】この建物ユニット1a、柱省略角部を有す
る建物ユニット2a、補強梁5a、補強梁6a、補強梁
7a、屋根ユニット4a等を施工現場に運搬する。する
と、建物ユニット1a、柱省略角部を有する建物ユニッ
ト2a、屋根ユニット4a等は、従来と同じ大きさであ
るのでトラックで運搬し易い。又、補強梁5aは柱省略
角部を有する建物ユニット2aの短辺の天井梁23aの
2倍にほぼ等しい長さの長尺体であるし、補強梁6aは
大形建物ユニット2aの長辺の天井梁23aとほぼ同じ
長さの長尺体であり、補強梁7aは小形建物ユニット2
a−2の長辺の天井梁23aとほぼ同じ長さの長尺体で
あるので、運搬し易い。
The building unit 1a, the building unit 2a having the column omitted corner, the reinforcing beam 5a, the reinforcing beam 6a, the reinforcing beam 7a, the roof unit 4a and the like are transported to the construction site. Then, since the building unit 1a, the building unit 2a having the pillar omitted corner, the roof unit 4a, and the like have the same size as the conventional one, they can be easily transported by truck. Further, the reinforcing beam 5a is a long body having a length substantially equal to twice the length of the ceiling beam 23a on the short side of the building unit 2a having the column omitted corner, and the reinforcing beam 6a is a long side of the large building unit 2a. Is a long body having substantially the same length as the ceiling beam 23a of the small building unit 2
Since it is a long body having substantially the same length as the ceiling beam 23a on the long side of a-2, it is easy to carry.

【0054】施工現場では、予め設けている基礎9aの
上に、柱省略角部を有する建物ユニット2aを、長辺同
士を対峙させ、柱省略角部を突き合わせて据え付け、図
7に示すように、一方の柱省略角部を有する大形建物ユ
ニット2a−1の短辺の天井梁23aと小形建物ユニッ
ト2a−2の天井梁23aとが対峙している隙間55a
に補強梁5aを挿入すると同時に、柱省略角部を経て他
方の柱省略角部を有する大形建物ユニット2aの短辺の
天井梁23aに沿わせるように補強梁5aを配置し、こ
の補強梁5aを天井梁23aに取り付け、又、柱省略角
部を有する大形建物ユニット2a−1の長辺の天井梁2
3aが対峙している隙間65aに別の補強梁6aを挿入
し、この別の補強梁6aを天井梁23aに取り付け、柱
省略角部を有する小形建物ユニット2a−2の長辺の天
井梁23aに別の補強梁7aを当接させ、この別の補強
梁7aを天井梁23に取り付ける。
At the construction site, the building unit 2a having the pillar omitted corners is installed on the foundation 9a provided in advance with the long sides facing each other and the pillar omitted corners facing each other as shown in FIG. A gap 55a in which the ceiling beam 23a on the short side of the large building unit 2a-1 having one of the pillar omitted corners and the ceiling beam 23a of the small building unit 2a-2 face each other.
At the same time as inserting the reinforcing beam 5a, the reinforcing beam 5a is arranged along the ceiling beam 23a on the short side of the large building unit 2a having the other column omitted corner portion via the column omitted corner portion. 5a is attached to the ceiling beam 23a, and the long side ceiling beam 2 of the large building unit 2a-1 having the column omitted corner portion.
Another reinforcing beam 6a is inserted into the gap 65a facing 3a, and this other reinforcing beam 6a is attached to the ceiling beam 23a, and the long side ceiling beam 23a of the small building unit 2a-2 having the column omitted corner portion. And another reinforcing beam 7 a is brought into contact with the ceiling beam 23.

【0055】その後、仮柱3aをジョイント材31a、
32aから取り外し、この周囲に建物ユニット1aを長
辺同士や短辺同士を対峙させて据え付け、この1階の建
物ユニット1aおよび柱省略角部を有する建物ユニット
2aの上に建物ユニット1aを据え付け、ベランダ8a
を取り付けて2階を構成する。更に、この2階の建物ユ
ニット2aの上に屋根ユニット4aが据え付けた後、種
々な仕上げを行うとユニット建物Uaが完成する。
Thereafter, the temporary column 3a is connected to the joint material 31a,
32a, and the building unit 1a is installed around the building unit 1a with the long sides and the short sides facing each other, and the building unit 1a is installed on the building unit 1a on the first floor and the building unit 2a having the pillar omitted corner portion, Veranda 8a
To form the second floor. Further, after the roof unit 4a is installed on the second-floor building unit 2a, various finishings are performed to complete the unit building Ua.

【0056】このようにして完成したユニット建物Ua
では、この柱省略部を有する建物ユニット2aを、建物
ユニット1a等と組み立てた後に、仮柱3aがジョイン
ト材31a、32aから外されているので、この仮柱3
aの部分に広く連続した居住空間を形成させることがで
きる。
The unit building Ua thus completed
Then, after assembling the building unit 2a having the pillar omitted portion with the building unit 1a and the like, the temporary pillar 3a is removed from the joint members 31a and 32a.
A wide continuous living space can be formed in the portion a.

【0057】又、このユニット建物Uaでは、ほぼ一直
線状になっている柱省略部を通過する一方の建物ユニッ
ト2aの短辺の天井梁23aと他方の建物ユニット2a
の短辺の天井梁23aとに短辺の2倍にほぼ等しい長さ
の補強梁5aが差し渡されて取り付けられているから、
この柱省略角部を構成する短辺方向の天井梁23aは補
強されて撓み難く、撓んだとしても、天井スパンは短辺
の天井梁の2倍にほぼ等しい長さ(ほぼ2800mm)
で、それ程長くなく、許容範囲の中に納まる。
Also, in this unit building Ua, the short side ceiling beam 23a of one building unit 2a and the other building unit 2a that pass through the pillar omission portion which is substantially linear.
Since the reinforcing beam 5a having a length substantially equal to twice the short side is extended and attached to the ceiling beam 23a on the short side of
The ceiling beam 23a in the short side direction forming the pillar omitted corner portion is reinforced and hardly bent, and even if bent, the ceiling span is almost equal to twice the length of the short side ceiling beam (about 2800 mm).
So it is not so long and fits within the acceptable range.

【0058】又、大形建物ユニット2a−1および小形
建物ユニット2a−2には、それぞれ、柱省略角部を構
成する長辺の天井梁23aに、長辺の天井梁23aにほ
ぼ等しい長さの別の補強梁6a、補強梁7aが取り付け
られているから、この長辺の天井梁23aは撓まない。
このようになっているので、短辺方向の天井梁23aが
許容範囲に納まる程度に撓んでいても、長辺方向の天井
梁23aが撓まないので、許容範囲を超えるほど天井が
低くならない。
Each of the large building unit 2a-1 and the small building unit 2a-2 has a length substantially equal to the length of the ceiling beam 23a constituting the corner with the omitted column and the length of the ceiling beam 23a. Since the other reinforcing beams 6a and 7a are attached, the ceiling beam 23a on the long side does not bend.
With this configuration, even if the ceiling beam 23a in the short side direction is bent to the extent that it falls within the allowable range, the ceiling beam 23a in the long side direction does not bend.

【0059】(実施例3)図8および図9は本発明の別
の実施例を示すもので、図8(イ)はユニット建物を示
す斜視説明図、(ロ)は(イ)の1階の建物ユニットの
配置を示す平面視配置図、図9は柱省略角部を有する建
物ユニットに補強梁を取り付けている状態を示す斜視説
明図である。
(Embodiment 3) FIGS. 8 and 9 show another embodiment of the present invention. FIG. 8 (a) is a perspective explanatory view showing a unit building, and (b) is the first floor of (a). FIG. 9 is a plan view showing the arrangement of the building units, and FIG. 9 is a perspective explanatory view showing a state in which a reinforcing beam is attached to the building unit having the column omitted corners.

【0060】図8および図9において、Ubはユニット
建物であり、このユニット建物Ubは、図8に示すよう
に、基礎9bの上に4個の建物ユニット1bと2個の柱
省略角部を有する建物ユニット2bとが据え付けられ、
この4個の建物ユニット1bと2個の柱省略角を有する
建物ユニット2bの上に6個の建物ユニット1bが据え
付けられ、この6個の建物ユニット1bの上に屋根ユニ
ット4b(ユニット境界線省略)が据え付けられたもの
である。
In FIGS. 8 and 9, Ub is a unit building. As shown in FIG. 8, the unit building Ub has four building units 1b and two pillar omitted corners on a foundation 9b. And the building unit 2b having
Six building units 1b are installed on the four building units 1b and the building unit 2b having the two pillar elimination angles, and the roof unit 4b (unit boundary line elimination) is placed on the six building units 1b. ) Is installed.

【0061】建物ユニット1bは、実施例1の建物ユニ
ットとほぼ同じ構造をしている。柱省略角部を有する建
物ユニット2bも、実施例1の柱省略角部を有する建物
ユニットとほぼ同じ構造をしている。5bは柱省略角部
を有する建物ユニット2bの短辺方向の天井梁23bを
補強する補強梁であり、この補強梁5bの長さはほぼ4
800mmであり、短辺方向の天井梁の2倍の長さにほ
ぼ同じである。6bは柱省略角部を有する建物ユニット
2bの長辺方向の天井梁23bを補強する補強梁であ
り、この補強梁6bの長さはほぼ5400mmであり、
長辺方向の天井梁23bの長さにほぼ同じである。
The building unit 1b has substantially the same structure as the building unit of the first embodiment. The building unit 2b having the pillar omitted corner has substantially the same structure as the building unit having the pillar omitted corner of the first embodiment. Reference numeral 5b denotes a reinforcing beam for reinforcing the ceiling beam 23b in the short side direction of the building unit 2b having the column omitted corner, and the length of the reinforcing beam 5b is approximately four.
800 mm, which is almost the same as twice the length of the ceiling beam in the short side direction. Reference numeral 6b denotes a reinforcing beam for reinforcing the ceiling beam 23b in the long side direction of the building unit 2b having the column omitted corner, and the length of the reinforcing beam 6b is approximately 5400 mm.
It is almost the same as the length of the ceiling beam 23b in the long side direction.

【0062】そして、ユニット建物Ubは、柱省略角部
を有する建物ユニット2bが、長辺同士を対峙させ、柱
省略角部を突き合わせて据え付けられ、図9に示すよう
に、2個の柱省略角部を有する建物ユニット2bの短辺
のほぼ一直線状になっている天井梁23bに補強梁5b
が当接されて、この補強梁5bが天井梁23bに取り付
けられ、又、柱省略角部を有する建物ユニット2bの長
辺の天井梁23bが対峙している隙間65bに補強梁6
bが挿入され、この補強梁6bが両側の天井梁23bに
取り付けられ、仮柱3bがジョイント材31b、32b
から取り外され、この周囲に建物ユニット1bが長辺同
士や短辺同士を対峙させて据え付けられて1階が構成さ
れ、この1階の建物ユニット1bおよび柱省略角部を有
する建物ユニット2bの上に建物ユニット1bが据え付
けられて2階が構成され、この2階の建物ユニット2b
の上に屋根ユニット4b(ユニット境界線省略)が据え
付けられたものである。屋根ユニット4bの構造は従来
と同じであるので説明を省略する。
In the unit building Ub, a building unit 2b having a pillar omitted corner is installed with its long sides facing each other and the pillar omitted corners are abutted, and as shown in FIG. 9, two pillars are omitted. A reinforcing beam 5b is attached to a substantially straight ceiling beam 23b on the short side of the building unit 2b having a corner.
And the reinforcing beam 5b is attached to the ceiling beam 23b, and the reinforcing beam 6 is inserted into the gap 65b facing the ceiling beam 23b on the long side of the building unit 2b having the column omitted corner.
b, the reinforcing beam 6b is attached to the ceiling beam 23b on both sides, and the temporary column 3b is connected to the joint members 31b, 32b.
The building unit 1b is installed around the periphery of the building unit 1b with its long sides and short sides facing each other to form the first floor. The building unit 1b is installed on the second floor to form a second floor.
The roof unit 4b (unit boundary line omitted) is installed on the top. Since the structure of the roof unit 4b is the same as the conventional one, the description is omitted.

【0063】次に、このユニット建物Ubの施工方法を
説明する。工場で、実施例1に示す方法と同じようにし
て建物ユニット1bと、柱省略角部を有する建物ユニッ
ト2bを製造する。又、補強梁5b、補強梁6b、屋根
ユニット4b等を製造にす。この建物ユニット1b、柱
省略角部を有する建物ユニット2b、補強梁5b、補強
梁6b、屋根ユニット4b等を施工現場に運搬する。
Next, a method of constructing the unit building Ub will be described. At the factory, the building unit 1b and the building unit 2b having the corners without pillars are manufactured in the same manner as in the method described in the first embodiment. In addition, the reinforcing beam 5b, the reinforcing beam 6b, the roof unit 4b, and the like are manufactured. The building unit 1b, the building unit 2b having the column omitted corner, the reinforcing beam 5b, the reinforcing beam 6b, the roof unit 4b, and the like are transported to the construction site.

【0064】すると、建物ユニット1b、柱省略角部を
有する建物ユニット2b、屋根ユニット4b等は、従来
と同じ大きさであるのでトラックで運搬し易い。又、補
強梁5bは柱省略角部を有する建物ユニット2bの短辺
の天井梁23bの2倍にほぼ等しい長さの長尺体である
し、補強梁6bは建物ユニット2bの長辺の天井梁23
bとほぼ同じ長さの長尺体であるので、運搬し易い。
Then, the building unit 1b, the building unit 2b having the corners without pillars, the roof unit 4b, etc. have the same size as the conventional one, so that they can be easily transported by truck. The reinforcing beam 5b is a long body having a length substantially equal to twice the length of the ceiling beam 23b on the short side of the building unit 2b having the column omitted corner, and the reinforcing beam 6b is a ceiling on the long side of the building unit 2b. Beam 23
Since it is a long body having substantially the same length as b, it is easy to carry.

【0065】施工現場では、予め設けている基礎9bの
上に、柱省略角部を有する建物ユニット2bを、長辺同
士を対峙させ、柱省略角部を突き合わせて据え付け、図
9に示すように、2個の柱省略角部を有する大形建物ユ
ニット2bの短辺の天井梁23bがほぼ一直線状になっ
ている天井梁23bに補強梁5bを差し渡し当接させて
ボルト・ナットで取り付け、又、柱省略角部を有する建
物ユニット2bの長辺の天井梁23bが対峙している隙
間65bに補強梁6bを挿入し、この補強梁6bと両側
の天井梁23bとをボルトナットで連結する。
At the construction site, a building unit 2b having a pillar omitted corner portion is installed on a foundation 9b provided in advance with the long sides facing each other and the pillar omitted corner portions facing each other as shown in FIG. The reinforcing beam 5b is inserted into the ceiling beam 23b on the short side of the large building unit 2b having two pillar abbreviation corners and the short side of the ceiling beam 23b is substantially in a straight line, and is attached to the ceiling beam 23b with bolts and nuts. Then, the reinforcing beam 6b is inserted into the gap 65b facing the ceiling beam 23b on the long side of the building unit 2b having the pillar omitted corner, and the reinforcing beam 6b and the ceiling beam 23b on both sides are connected by bolt nuts.

【0066】その後、仮柱3bをジョイント材31b、
32bから取り外し、この周囲に建物ユニット1bを長
辺同士や短辺同士を対峙させて据え付け、この1階の建
物ユニット1bおよび柱省略角部を有する建物ユニット
2bの上に建物ユニット1bを据え付け、この2階の建
物ユニット2bの上に屋根ユニット4bを据え付けた
後、種々な仕上げを行うとユニット建物Ubが完成す
る。
Thereafter, the temporary pillar 3b is connected to the joint material 31b,
32b, the building unit 1b is installed around the periphery of the building unit 1b such that the long sides and the short sides face each other, and the building unit 1b is installed on the building unit 1b on the first floor and the building unit 2b having the pillar omitted corner portion. After the roof unit 4b is installed on the second-floor building unit 2b, various finishings are performed to complete the unit building Ub.

【0067】このようにして完成したユニット建物Ub
では、この柱省略部を有する建物ユニット2bを、建物
ユニット1b等と組み立てた後に、仮柱3bがジョイン
ト材31b、32bから外されているので、この仮柱3
bの部分に広く連続した居住空間を形成させることがで
きる。
The unit building Ub thus completed
Then, after assembling the building unit 2b having the pillar omitted part with the building unit 1b and the like, the temporary pillar 3b is removed from the joint members 31b and 32b.
A wide continuous living space can be formed in the portion b.

【0068】又、このユニット建物Ubでは、ほぼ一直
線状になっている柱省略部を通過する一方の建物ユニッ
ト2bの短辺の天井梁23bと他方の建物ユニット2b
の短辺の天井梁23bとに短辺の2倍にほぼ等しい長さ
の補強梁5bが差し渡されて取り付けられているから、
この柱省略角部を構成する短辺方向の天井梁23bは補
強されて撓み難く、撓んだとしても、天井スパンは短辺
の天井梁の2倍にほぼ等しい長さ(ほぼ4800mm)
で、それ程長くなく、許容範囲の中に納まる。
Also, in this unit building Ub, the short side ceiling beam 23b of one building unit 2b and the other building unit 2b that pass through the pillar omission portion which is substantially straight
Since the reinforcing beam 5b having a length substantially equal to twice the short side is inserted and attached to the ceiling beam 23b on the short side of
The ceiling beam 23b in the short side direction constituting the pillar omitted corner portion is reinforced and hardly bent, and even if bent, the ceiling span is almost equal to twice the length of the short side ceiling beam (approximately 4800 mm).
So it is not so long and fits within the acceptable range.

【0069】又、柱省略角部を有する建物ユニット2b
の長辺の天井梁23bに、この長辺の天井梁23bにほ
ぼ等しい長さの別の補強梁6bが取り付けられているか
ら、この長辺の天井梁23bは撓まない。このようにな
っているので、短辺方向の天井梁23bが許容範囲に納
まる程度に撓んでいても、長辺方向の天井梁23bが撓
まないので、許容範囲を超えるほど天井が低くならな
い。
Also, a building unit 2b having a pillar-eliminated corner portion
Is attached to the ceiling beam 23b on the long side, another reinforcing beam 6b having a length substantially equal to that of the ceiling beam 23b on the long side is not bent. With this configuration, even if the ceiling beam 23b in the short side direction is bent to the extent that it falls within the allowable range, the ceiling beam 23b in the long side direction is not bent.

【0070】(実施例4)図10および図11は本発明
の更に別の実施例を示すもので、図10(イ)はユニッ
ト建物を示す斜視説明図、(ロ)は(イ)の1階の建物
ユニットの配置を示す平面視配置図、図11は柱省略角
部を有する建物ユニットに補強梁を取り付けている状態
を示す斜視説明図である。
(Embodiment 4) FIGS. 10 and 11 show still another embodiment of the present invention. FIG. 10 (a) is a perspective explanatory view showing a unit building, and FIG. FIG. 11 is a plan view showing the arrangement of the building units on the floor, and FIG. 11 is a perspective explanatory view showing a state where the reinforcing beams are attached to the building units having the column omitted corners.

【0071】図10および図11において、Ucはユニ
ット建物であり、このユニット建物Ucは、図10に示
すように、基礎9cの上に5個の建物ユニット1cと4
個の柱省略角部を有する建物ユニット2cとが据え付け
られ、この5個の建物ユニット1cと4個の柱省略角を
有する建物ユニット2cの上に9個の建物ユニット1c
が据え付けられ、この9個の建物ユニット1cの上に屋
根ユニット4c(ユニット境界線省略)が据え付けられ
たものである。
In FIGS. 10 and 11, Uc is a unit building. As shown in FIG. 10, this unit building Uc has five building units 1c and 4 on a foundation 9c.
The building unit 2c having the pillar omitted corners is installed, and the nine building units 1c are placed on the five building units 1c and the building unit 2c having the four pillar omitted corners.
Are installed, and a roof unit 4c (unit boundary lines omitted) is installed on the nine building units 1c.

【0072】建物ユニット1cは、実施例1の建物ユニ
ットとほぼ同じ構造をしているが、長辺の長さがほぼ5
400mmの大形建物ユニット1c−1と長辺の長さが
ほぼ3600mmの小形建物ユニット1c−2の2種類
あることが異なる。柱省略角部を有する建物ユニット2
cも、実施例1の柱省略角部を有する建物ユニットとほ
ぼ同じ構造をしているが、長辺の長さがほぼ5400m
mの大形建物ユニット2c−1と長辺の長さがほぼ36
00mmの小形建物ユニット2c−2の2種類あること
が異なる。
The building unit 1c has substantially the same structure as the building unit of the first embodiment, but has a long side of about 5
The difference is that there are two types, a large building unit 1c-1 of 400 mm and a small building unit 1c-2 having a long side of approximately 3600 mm. Building unit 2 with pillar omitted corners
c also has substantially the same structure as the building unit having the column omitted corner portion of Example 1, but the length of the long side is approximately 5400 m.
m large building unit 2c-1 and the length of the long side is approximately 36
The difference is that there are two types of small building units 2c-2 of 00 mm.

【0073】5cは柱省略角部を有する建物ユニット2
cの短辺方向の天井梁23cを補強する補強梁であり、
この補強梁5cの長さはほぼ4800mmであり、短辺
方向の天井梁の2倍の長さにほぼ同じである。6cは柱
省略角部を有する建物ユニット2cの大形建物ユニット
2c−1の長辺方向の天井梁23cを補強する補強梁で
あり、この補強梁6cの長さはほぼ5400mmであ
り、長辺方向の天井梁23cの長さにほぼ同じである。
Reference numeral 5c denotes a building unit 2 having a corner omitted by a pillar.
c is a reinforcing beam for reinforcing the ceiling beam 23c in the short side direction of c,
The length of the reinforcing beam 5c is approximately 4800 mm, which is almost the same as twice the length of the ceiling beam in the short side direction. Reference numeral 6c denotes a reinforcing beam for reinforcing the ceiling beam 23c in the long side direction of the large building unit 2c-1 of the building unit 2c having the column omitted corner portion. The length of the reinforcing beam 6c is approximately 5400 mm, It is almost the same as the length of the ceiling beam 23c in the direction.

【0074】そして、ユニット建物Ucは、柱省略角部
を有する建物ユニット2cが、大形建物ユニット1c−
1の長辺同士を、又、小形建物ユニット1c−2の長辺
同士をそれぞれ対峙させ、柱省略角部を突き合わせて据
え付けられ、図11に示すように、ほぼ一直線状になっ
ている一方の柱省略角部を有する大形建物ユニット2c
−1の短辺の天井梁23bと小形建物ユニット2c−2
の天井梁23cとが対峙している隙間55cから、柱省
略角部を経て他方の柱省略角部を有する大形建物ユニッ
ト2c−1の短辺の天井梁23cと小形建物ユニット2
c−2の天井梁23cとが対峙している隙間56cに補
強梁5cが挿入され、両側の天井梁23cと補強梁5c
とがボルト・ナットで連結され、又、柱省略角部を有す
る大形建物ユニット2c−1の長辺の天井梁23cが対
峙している隙間65cに補強梁6cが挿入され、両側の
天井梁23cと補強梁5c、6cがボルト・ナットで取
り付けられ、仮柱3cがジョイント材31c、32cか
ら取り外され、この周囲に建物ユニット1cが長辺同士
や短辺同士を対峙させて据え付けられて1階が構成さ
れ、この1階の建物ユニット1cおよび柱省略角部を有
する建物ユニット2cの上に建物ユニット1cが据え付
けられて2階が構成され、この2階の建物ユニット2c
の上に屋根ユニット4cが据え付けられたものである。
屋根ユニット4cの構造は従来と同じであるので説明を
省略する。
The unit building Uc is different from the building unit 2c having the pillar omitted corner portion in that the large building unit 1c-
1 and the long sides of the small building unit 1c-2 are opposed to each other, and are installed by abutting the pillar omitted corners. As shown in FIG. Large building unit 2c with pillar elimination corners
-1 short side ceiling beam 23b and small building unit 2c-2
The ceiling beam 23c and the small building unit 2 on the short side of the large building unit 2c-1 having the column omitted corner portion and the other column omitted corner portion from the gap 55c facing the ceiling beam 23c of FIG.
The reinforcing beam 5c is inserted into a gap 56c facing the ceiling beam 23c of c-2, and the ceiling beam 23c and the reinforcing beam 5c on both sides are inserted.
Are connected by bolts and nuts, and the reinforcing beam 6c is inserted into a gap 65c facing the ceiling beam 23c of the long side of the large building unit 2c-1 having the column omitted corner portion. 23c and the reinforcing beams 5c and 6c are attached with bolts and nuts, the temporary pillar 3c is removed from the joint members 31c and 32c, and the building unit 1c is installed around the periphery thereof such that the long sides and the short sides face each other. The building unit 1c is installed on the building unit 1c on the first floor and the building unit 2c having the pillar omitted corner, thereby forming the second floor, and the building unit 2c on the second floor is formed.
The roof unit 4c is installed on the roof.
Since the structure of the roof unit 4c is the same as that of the related art, the description is omitted.

【0075】次に、このユニット建物Ucの施工方法を
説明する。工場で、実施例1に示す方法と同じようにし
て建物ユニット1c(大形建物ユニット1c−1および
小形建物ユニット1c−2)と柱省略角部を有する建物
ユニット2c(大形建物ユニット2c−1および小形建
物ユニット2c−2)を製造する。又、補強梁5c、補
強梁6c、屋根ユニット4c等を製造する。この建物ユ
ニット1c、柱省略角部を有する建物ユニット2c、補
強梁5c、補強梁6c、屋根ユニット4c等を施工現場
に運搬する。
Next, a method of constructing the unit building Uc will be described. At the factory, the building unit 1c (the large building unit 1c-1 and the small building unit 1c-2) and the building unit 2c (the large building unit 2c-) having the column omitted corners in the same manner as in the first embodiment. 1 and small building units 2c-2). In addition, the reinforcing beam 5c, the reinforcing beam 6c, the roof unit 4c, and the like are manufactured. The building unit 1c, the building unit 2c having the column omitted corner, the reinforcing beam 5c, the reinforcing beam 6c, the roof unit 4c, and the like are transported to the construction site.

【0076】すると、建物ユニット1c、柱省略角部を
有する建物ユニット2c、屋根ユニット4c等は、従来
と同じ大きさであるのでトラックで運搬し易い。又、補
強梁5cは柱省略角部を有する建物ユニット2cの短辺
の天井梁23cの2倍にほぼ等しい長さの長尺体である
し、補強梁6cは大形建物ユニット2cの長辺の天井梁
23cとほぼ同じ長さの長尺体であるので、運搬し易
い。
Then, since the building unit 1c, the building unit 2c having the pillar omitted corner, the roof unit 4c, etc. have the same size as the conventional one, they can be easily transported by truck. Further, the reinforcing beam 5c is a long body having a length substantially equal to twice the length of the ceiling beam 23c on the short side of the building unit 2c having the column omitted corner, and the reinforcing beam 6c is a long side of the large building unit 2c. It is easy to carry because it is a long body having almost the same length as the ceiling beam 23c.

【0077】施工現場では、予め設けている基礎9cの
上に、柱省略角部を有する建物ユニット2cを、長辺同
士を対峙させ、柱省略角部を突き合わせて据え付け、図
11に示すように、一方の柱省略角部を有する大形建物
ユニット2c−1の短辺の天井梁23cと小形建物ユニ
ット2c−2の天井梁23cとが対峙している隙間55
cから他方の柱省略角部を有する大形建物ユニット2c
−1の短辺の天井梁23cと小形建物ユニット2c−2
の天井梁23cが対峙している隙間56cに補強梁5c
を挿入し、両側の天井梁23cと補強梁5cとをボルト
・ナットで連結し、又、柱省略角部を有する大形建物ユ
ニット2c−1の長辺の天井梁23cが対峙している隙
間65cに補強梁6cを挿入し、この補強梁6cと両側
の天井梁23cとをボルトナットで連結する。
At the construction site, a building unit 2c having a pillar omitted corner is installed on a pre-installed foundation 9c with its long sides facing each other and the pillar omitted corners are abutted, as shown in FIG. A gap 55 in which the ceiling beam 23c of the short side of the large building unit 2c-1 having one pillar omitted corner and the ceiling beam 23c of the small building unit 2c-2 face each other.
a large building unit 2c having a corner omitted from the other pillar from c
-1 short side ceiling beam 23c and small building unit 2c-2
The reinforcing beam 5c is inserted into the gap 56c facing the ceiling beam 23c of
Is inserted between the ceiling beam 23c and the reinforcing beam 5c on both sides with bolts and nuts, and the gap where the ceiling beam 23c on the long side of the long side of the large building unit 2c-1 having the corner with the omitted column is opposed. The reinforcing beam 6c is inserted into the 65c, and the reinforcing beam 6c and the ceiling beams 23c on both sides are connected by bolts and nuts.

【0078】その後、仮柱3cをジョイント材31c、
32cから取り外し、この周囲に建物ユニット1cを長
辺同士または短辺同士を対峙させて据え付けて1階を完
成し、この1階の建物ユニット1cおよび柱省略角部を
有する建物ユニット2cの上に建物ユニット1cを据え
付けて2階を完成させる。更に、この2階の建物ユニッ
ト2cの上に屋根ユニット4cが据え付けた後、種々な
仕上げを行うとユニット建物Ucが完成する。
Thereafter, the temporary column 3c is connected to the joint material 31c,
32c, the building unit 1c is installed around the periphery of the building unit with its long sides or short sides facing each other to complete the first floor. The building unit 1c is installed to complete the second floor. Further, after the roof unit 4c is installed on the second-floor building unit 2c, various finishings are performed to complete the unit building Uc.

【0079】このようにして完成したユニット建物Uc
では、この柱省略角部を有する建物ユニット2cは、建
物ユニット1c等と共にユニット建物Ucに組み立てた
後に、仮柱3cをジョイント材31c、32cから外さ
れているので、この仮柱3cの部分に広く連続した居住
空間を形成させることができる。
The unit building Uc thus completed
In the building unit 2c having the pillar omitted corner portion, the temporary column 3c is removed from the joint members 31c and 32c after being assembled together with the building unit 1c and the like into the unit building Uc. A wide and continuous living space can be formed.

【0080】又、このユニット建物Ucでは、ほぼ一直
線状になっている柱省略部を通過する一方の建物ユニッ
ト2cの短辺の天井梁と他方の建物ユニット2cの短辺
の天井梁とに短辺の2倍にほぼ等しい長さの補強梁5c
が差し渡されて取り付けられているから、この柱省略角
部を構成する短辺方向の天井梁23cは補強されて撓み
難く、撓んだとしても、天井スパンは短辺の天井梁の2
倍にほぼ等しい長さ(ほぼ4800mm)で、それ程長
くなく、許容範囲の中に納まる。
Further, in this unit building Uc, a short side ceiling beam of one building unit 2c and a short side ceiling beam of the other building unit 2c passing through the pillar omission portion which is substantially straight. Reinforcing beam 5c of length approximately equal to twice the side
The ceiling beam 23c in the short side direction which forms the corner portion where the pillar is omitted is reinforced and hardly bent, and even if bent, the ceiling span is equal to that of the short side ceiling beam 2c.
It is about twice as long (approximately 4800 mm), not too long and within acceptable limits.

【0081】又、柱省略角部を有する大形建物ユニット
2c−1の長辺の天井梁23cに、この長辺の天井梁2
3cにほぼ等しい長さの別の補強梁6cが取り付けられ
ているから、この長辺の天井梁23cは撓まない。この
ようになっているので、短辺方向の天井梁23cが許容
範囲に納まる程度に撓んでいても、長辺方向の天井梁2
3cが撓まないので天井が低くならない。尚、小形建物
ユニット2c−2の長辺の天井梁23cには補強梁が取
り付けられていないが、この小形建物ユニット2c−2
の長辺の天井梁23cの長さは3600mmで短く殆ど
撓まないので、影響がほとんどない。
The long-sided ceiling beam 23c is attached to the long-sided ceiling beam 23c of the large-sized building unit 2c-1 having the column omitted corner.
Since another reinforcing beam 6c having a length substantially equal to 3c is attached, the ceiling beam 23c on this long side does not bend. With this configuration, even if the ceiling beam 23c in the short side direction is bent to the extent that it falls within the allowable range, the ceiling beam 2 in the long side direction can be used.
The ceiling does not lower because 3c does not bend. Note that no reinforcing beam is attached to the ceiling beam 23c on the long side of the small building unit 2c-2.
Since the length of the ceiling beam 23c on the long side is short at 3600 mm and hardly bent, there is almost no influence.

【0082】(実施例5)図12〜図15は本発明の更
に別の実施例を示すもので、図12(イ)はユニット建
物を示す斜視説明図、(ロ)は(イ)の1階の建物ユニ
ットの配置を示す平面視配置図、図13は柱省略角部を
有する建物ユニットに補強梁を取り付けている状態を示
す斜視説明図、図14は図12のA部分の短辺の天井梁
の連結状態を示す斜視説明図、図15(イ)は連結され
た短辺の天井梁の正面図、(ロ)は(イ)の平面図であ
る。
(Embodiment 5) FIGS. 12 to 15 show still another embodiment of the present invention. FIG. 12 (A) is a perspective explanatory view showing a unit building, and FIG. FIG. 13 is a plan view showing the arrangement of building units on the floor, FIG. 13 is a perspective explanatory view showing a state in which a reinforcing beam is attached to a building unit having pillar omitted corners, and FIG. 15 (a) is a front view of the connected short side ceiling beam, and FIG. 15 (b) is a plan view of FIG. 15 (a).

【0083】図12〜図15において、Udはユニット
建物であり、このユニット建物Udは、図12に示すよ
うに、基礎9dの上に5個の建物ユニット1dと4個の
柱省略角部を有する建物ユニット2dとが据え付けら
れ、この5個の建物ユニット1dと4個の柱省略角を有
する建物ユニット2dの上に9個の建物ユニット1dが
据え付けられ、この9個の建物ユニット1dの上に屋根
ユニット4d(ユニット境界線省略)が据え付けられた
ものである。
12 to 15, Ud is a unit building. As shown in FIG. 12, this unit building Ud has five building units 1d and four pillar omitted corners on a foundation 9d. Building units 2d are installed. Nine building units 1d are installed on the five building units 1d and the building units 2d having the four column omission angles, and the nine building units 1d are installed on the nine building units 1d. The roof unit 4d (unit boundary line omitted) is installed on the roof.

【0084】建物ユニット1dは、実施例1の建物ユニ
ットとほぼ同じ構造をしている。柱省略角部を有する建
物ユニット2dも、実施例1の柱省略角部を有する建物
ユニットとほぼ同じ構造をしている。柱省略角部を有す
る建物ユニット2dの短辺方向の天井梁23dを補強す
る補強梁5dも、又、柱省略角部を有する建物ユニット
2dの長辺方向の天井梁23dを補強する補強梁6dも
実施例1とほぼ同じである。
The building unit 1d has substantially the same structure as the building unit of the first embodiment. The building unit 2d having the pillar omitted corner has substantially the same structure as the building unit having the pillar omitted corner of the first embodiment. The reinforcing beam 5d for reinforcing the ceiling beam 23d in the short side direction of the building unit 2d having the column omitted corner portion is also a reinforcing beam 6d for reinforcing the long side direction ceiling beam 23d of the building unit 2d having the column omitted corner portion. This is almost the same as in the first embodiment.

【0085】そして、ユニット建物Udは、柱省略角部
を有する建物ユニット2dが、長辺同士を対峙させ、柱
省略角部を突き合わせて据え付けられ、図13に示すよ
うに、一方の柱省略角部を有する建物ユニット2dの短
辺の天井梁23dが対峙している隙間55dから柱省略
角部を経て他方の柱省略角部を有する建物ユニット2d
の短辺の天井梁23dが対峙しているほぼ一直線状にな
っている隙間56dに補強梁5dが挿入され、図14お
よび図15に示すように、この補強梁5dが両側の天井
梁23dに高力ボルト231dで取り付けられ、天井梁
23dが取り付けられている隣接しているジョイント材
31d同士(短辺の天井梁23dが柱省略角部で突き合
わされている場所のジョイント材31d)がスペーサー
33dを介して高力ボルト311dで連結され、又、柱
省略角部を有する建物ユニット2dの長辺の天井梁23
dが対峙している隙間65d、66dにそれぞれ補強梁
6dが挿入され、この補強梁6dが天井梁23dに取り
付けられた後、仮柱3dがジョイント材31d、32d
から取り外され、この周囲に建物ユニット1dが長辺同
士や短辺同士を対峙させて据え付けられて1階が構成さ
れ、この1階の建物ユニット1dおよび柱省略角部を有
する建物ユニット2dの上に建物ユニット1dが据え付
けられて2階が構成され、この2階の建物ユニット2d
の上に屋根ユニット4d(ユニット境界線省略)が据え
付けられたものである。屋根ユニット4dの構造は従来
と同じであるので説明を省略する。
Then, in the unit building Ud, a building unit 2d having a pillar omitted corner portion is installed with its long sides facing each other and the pillar omitted corner portions facing each other, and as shown in FIG. Building unit 2d having a column omitted corner through a column omitted corner from a gap 55d facing the short side ceiling beam 23d of the building unit 2d having a section
The reinforcing beam 5d is inserted into a substantially linear gap 56d facing the ceiling beam 23d on the short side of the ceiling beam, and as shown in FIG. 14 and FIG. The adjacent joint members 31d attached with the high-strength bolts 231d and to which the ceiling beams 23d are attached (joint members 31d where the short side ceiling beams 23d meet at the corners where the columns are omitted) are spacers 33d. Of the long side of the building unit 2d which is connected with the high-strength bolt 311d through the
The reinforcing beams 6d are inserted into the gaps 65d and 66d facing each other, and the reinforcing beams 6d are attached to the ceiling beams 23d, and then the temporary columns 3d are connected to the joint members 31d and 32d.
The building unit 1d is installed around the periphery of the building unit with its long sides and short sides facing each other to form a first floor. The second floor is constructed by installing a building unit 1d on the second floor.
The roof unit 4d (unit boundary line omitted) is installed on the top. Since the structure of the roof unit 4d is the same as that of the related art, the description is omitted.

【0086】次に、このユニット建物Udの施工方法を
説明する。工場で、実施例1に示す方法と同じようにし
て建物ユニット1dと、柱省略角部を有する建物ユニッ
ト2dを製造する。又、補強梁5d、補強梁6d、屋根
ユニット4d等を製造にす。この建物ユニット1d、柱
省略角部を有する建物ユニット2d、補強梁5d、補強
梁6d、屋根ユニット4d等を施工現場に運搬する。
Next, a method of constructing the unit building Ud will be described. At the factory, the building unit 1d and the building unit 2d having the corners without pillars are manufactured in the same manner as the method shown in the first embodiment. Also, the reinforcing beam 5d, the reinforcing beam 6d, the roof unit 4d, and the like are manufactured. The building unit 1d, the building unit 2d having the column omitted corner, the reinforcing beam 5d, the reinforcing beam 6d, the roof unit 4d, and the like are transported to the construction site.

【0087】すると、建物ユニット1d、柱省略角部を
有する建物ユニット2d、屋根ユニット4d等は、従来
と同じ大きさであるのでトラックで運搬し易い。又、補
強梁5dは柱省略角部を有する建物ユニット2dの短辺
の天井梁23dの2倍にほぼ等しい長さの長尺体ある
し、補強梁6dは建物ユニット2dの長辺の天井梁23
dとほぼ同じ長さの長尺体であるので、運搬し易い。
Then, since the building unit 1d, the building unit 2d having the pillar omitted corner, the roof unit 4d, etc. are the same size as the conventional one, they can be easily transported by truck. Further, the reinforcing beam 5d is a long body having a length substantially equal to twice the length of the ceiling beam 23d on the short side of the building unit 2d having the column omitted corner, and the reinforcing beam 6d is a long beam on the long side of the building unit 2d. 23
Since it is a long body having substantially the same length as d, it is easy to carry.

【0088】施工現場では、予め設けている基礎9dの
上に、柱省略角部を有する建物ユニット2dを、長辺同
士を対峙させ、柱省略角部を突き合わせて据え付け、図
12に示すように、一方の柱省略角部を有する建物ユニ
ット2dの短辺の天井梁23dが対峙している隙間55
dから柱省略角部を経て他方の柱省略角部を有する建物
ユニット2dの短辺の天井梁23dが対峙しているほぼ
一直線状になっている隙間56dに補強梁5dを挿入
し、図14および図15に示すように、この補強梁5d
を両側の天井梁23dに高力ボルト231dで取り付
け、天井梁23dが取り付けられている隣接しているジ
ョイント材31d同士(短辺の天井梁23dが柱省略角
部で突き合わされている場所のジョイント材31d)を
スペーサー33dを介して高力ボルト311dで連結す
る。
At the construction site, a building unit 2d having a pillar omitted corner portion is installed on a foundation 9d provided in advance with the long sides facing each other and the pillar omitted corner portions facing each other, as shown in FIG. A gap 55 in which the ceiling beam 23d on the short side of the building unit 2d having one pillar omitted corner is opposed to
14d, the reinforcing beam 5d is inserted into a substantially linear gap 56d where the short side ceiling beam 23d of the building unit 2d having the other pillar omitted corner portion and the other pillar omitted corner portion faces each other. As shown in FIG.
Are attached to the ceiling beams 23d on both sides with high-strength bolts 231d, and the adjacent joint members 31d to which the ceiling beams 23d are attached (joints where the short-side ceiling beams 23d meet at the corners where columns are omitted). The material 31d) is connected with a high-strength bolt 311d via a spacer 33d.

【0089】又、柱省略角部を有する建物ユニット2d
の長辺の天井梁23dが対峙している隙間65d、66
dにそれぞれ補強梁6dを挿入し、この補強梁6dを両
側のの天井梁23dにボルト・ナットで取り付ける。そ
の後、仮柱3dをジョイント材31d、32dから取り
外し、この周囲に建物ユニット1dを長辺同士や短辺同
士を対峙させて据え付け、この1階の建物ユニット1d
および柱省略角部を有する建物ユニット2dの上に建物
ユニット1dを据え付け、この2階の建物ユニット2d
の上に屋根ユニット4dを据え付けた後、種々な仕上げ
を行うとユニット建物Udが完成する。
Also, a building unit 2d having a pillar-eliminated corner portion
Gaps 65d, 66 where the long side ceiling beams 23d face each other
Each of the reinforcing beams 6d is inserted into d, and the reinforcing beams 6d are attached to the ceiling beams 23d on both sides with bolts and nuts. After that, the temporary pillar 3d is removed from the joint members 31d and 32d, and the building unit 1d is installed around the temporary column with the long sides and the short sides facing each other.
And the building unit 1d is installed on the building unit 2d having the pillar omitted corner, and the building unit 2d on the second floor is installed.
After the roof unit 4d is mounted on the unit, various finishings are performed to complete the unit building Ud.

【0090】このようにして完成したユニット建物Ud
では、この柱省略部を有する建物ユニット2dを、建物
ユニット1d等と共にユニット建物Udに組み立てた後
に、仮柱3dがジョイント材31d、32dから外され
ているので、この仮柱3dの部分に広く連続した居住空
間を形成させることができる。
The unit building Ud thus completed
Then, after assembling the building unit 2d having the pillar omitted portion into the unit building Ud together with the building unit 1d and the like, the temporary pillar 3d is removed from the joint members 31d and 32d. A continuous living space can be formed.

【0091】又、このユニット建物Udでは、ほぼ一直
線状になっている柱省略部を通過する一方の建物ユニッ
ト2dの短辺の天井梁と他方の建物ユニット2dの短辺
の天井梁とに短辺の2倍にほぼ等しい長さの補強梁5d
が差し渡されて取り付けられ、しかも、一方の建物ユニ
ット2dの天井梁23dと他方の建物ユニット2dの天
井梁23dとが、ジョイント材311dを介して柱省略
角部において突き合わされ、高力ボルト311dで連結
されて剛接合となっているから、柱省略角部を通過する
短辺方向の梁の強度は、一方の建物ユニット2dの短辺
の天井梁23dと他方の建物ユニット2dの短辺の天井
梁23dとが直列1本化した梁の強度に、補強梁5dの
強度が加わったものとなり、剛接合されない場合に比べ
て、撓みが極めて少ない。従って、撓んだとしても、天
井スパンは短辺の天井梁の2倍にほぼ等しい長さ(ほぼ
4800mm)で、それ程長くなく、十分許容範囲の中
に納まる。
Further, in this unit building Ud, the short side ceiling beam of one building unit 2d and the short side ceiling beam of the other building unit 2d passing through the substantially straight pillar omission portion are formed. Reinforcement beam 5d with a length almost equal to twice the side
And the ceiling beam 23d of one building unit 2d and the ceiling beam 23d of the other building unit 2d abut against each other at the corner where the pillar is omitted via the joint material 311d, and the high-strength bolt 311d The rigidity of the beam in the short side direction passing through the corner where the pillar is omitted is the same as that of the ceiling beam 23d on the short side of one building unit 2d and the short side of the other building unit 2d. The strength of the reinforcing beam 5d is added to the strength of the beam in which the ceiling beam 23d is integrated into one in series, and the deflection is extremely small as compared with the case where the rigid beam is not rigidly joined. Therefore, even if flexed, the ceiling span is almost equal to twice the length of the ceiling beam on the short side (approximately 4800 mm), not so long, and well within the acceptable range.

【0092】又、柱省略角部を有する建物ユニット2d
の長辺の天井梁23dに、この長辺の天井梁23dにほ
ぼ等しい長さの別の補強梁6dが取り付けられているか
ら、この長辺の天井梁23dは撓まない。このようにな
っているので、短辺方向の天井梁23dが許容範囲に納
まる程度に撓んでいても、長辺方向の天井梁23dが撓
まないので、許容範囲を超えるほど天井が低くならな
い。
Also, a building unit 2d having a pillar-eliminated corner portion
Since another reinforcing beam 6d having a length substantially equal to that of the long side ceiling beam 23d is attached to the long side ceiling beam 23d, the long side ceiling beam 23d does not bend. With this configuration, even if the ceiling beam 23d in the short side direction is bent to the extent that it falls within the allowable range, the ceiling beam 23d in the long side direction is not bent.

【0093】(実施例6)図16は本発明の更に別の実
施例を示すもので、(イ)は連結された短辺の天井梁の
一部切欠正面図、(ロ)は(イ)の一部切欠平面図であ
る。
(Embodiment 6) FIGS. 16A and 16B show still another embodiment of the present invention. FIG. 16A is a partially cutaway front view of a connected short side ceiling beam, and FIG. 3 is a partially cutaway plan view of FIG.

【0094】この図16に示す実施例6を実施例5と比
較すると、柱省略角部を有する建物ユニット2eの天井
梁23eに取り付けられているジョイント材31eが鋳
鉄製役物であることが異なる。そして、このジョイント
材31eが高力ボルト311eで連結されている。即
ち、天井梁23eはジョイント材31eを介して剛接合
されている。その他の構造は実施例5とほぼ同じである
ので説明を省略する。
Compared with the fifth embodiment, the sixth embodiment shown in FIG. 16 is different from the fifth embodiment in that the joint member 31e attached to the ceiling beam 23e of the building unit 2e having the column omitted corner portion is cast iron. . And this joint material 31e is connected by the high strength bolt 311e. That is, the ceiling beam 23e is rigidly connected via the joint member 31e. The other structure is almost the same as that of the fifth embodiment, and the description is omitted.

【0095】[0095]

【発明の効果】請求項1記載の発明は、長辺を対峙させ
た建物ユニットのほぼ一直線状になっている柱省略角部
を通過する一方の建物ユニットの短辺の天井梁と他方の
建物ユニットの短辺の天井梁とに、この両短辺の長さの
和にほぼ等しい長さの補強梁が差し渡されて取り付けら
れているから、この柱省略角部を構成する短辺方向の天
井梁の撓みは、許容範囲の中に納まる。
According to the first aspect of the present invention, the ceiling beam on the short side of one of the building units and the other building passing through the substantially straight corner of the building unit having the long sides facing each other are omitted. A reinforcing beam having a length substantially equal to the sum of the lengths of the two short sides is attached to the ceiling beam on the short side of the unit and attached. The flexure of the ceiling beam falls within an acceptable range.

【0096】又、柱省略角部を構成する長辺の天井梁
に、長辺にほぼ等しい長さの別の補強梁が取り付けられ
ているから、この長辺が撓まない。従って、柱省略角部
を通過する短辺方向の天井梁が許容範囲に納まる程度に
撓んでいても、許容範囲を超えるほど天井が低くならな
い。又、この補強梁は両短辺の天井梁の長さの和にほぼ
等しい長さであるし、別の補強梁は長辺の天井梁にほぼ
等しい長さであるので、両者共施工現場に運搬し易く、
施工現場で補強梁を組み立てる必要がなく、現場施工工
数が増加しない。
Further, since another reinforcing beam having a length almost equal to the long side is attached to the ceiling beam on the long side constituting the column omitted corner, the long side does not bend. Therefore, even if the ceiling beam in the short side direction passing through the column omitted corner is bent to the extent that it falls within the allowable range, the ceiling does not become lower enough to exceed the allowable range. In addition, this reinforcing beam has a length approximately equal to the sum of the lengths of the ceiling beams on both short sides, and another reinforcing beam has a length approximately equal to the ceiling beam on the long side. Easy to carry,
There is no need to assemble the reinforcing beams at the construction site, and the number of on-site construction steps does not increase.

【0097】請求項2記載の発明は、2乃至4個の建物
ユニットは長辺の長さの異なる大形建物ユニットと小形
建物ユニットの2種類からなる。そして、請求項1記載
の発明と同様に、長辺を対峙させた建物ユニットのほぼ
一直線状になっている柱省略角部を通過する一方の建物
ユニットの短辺の天井梁と他方の建物ユニットの短辺の
天井梁とに、この両短辺の長さの和にほぼ等しい長さの
補強梁が差し渡されて取り付けられているから、この柱
省略角部を含む短辺方向の天井梁の撓みは、許容範囲の
中に納まる。
According to the second aspect of the present invention, the two to four building units are composed of two types of large building units and small building units having different long sides. In the same manner as in the first aspect of the present invention, the ceiling beam on the short side of one building unit and the other building unit that pass through the substantially straight pillar-abbreviated corner of the building unit with the long sides facing each other Since a reinforcing beam having a length substantially equal to the sum of the lengths of the two short sides is attached to and attached to the short side ceiling beam, the short side direction ceiling beam including the column omitted corner portion Is within an acceptable range.

【0098】又、大形建物ユニットには、柱省略角部を
構成する長辺の天井梁に大形建物ユニットの長辺にほぼ
等しい長さの別の補強梁が取り付けられているから、柱
省略角部を通過する短辺方向の天井梁が許容範囲に納ま
る程度に撓んでいても、許容範囲を超えるほど天井が低
くならない。しかも、この補強梁と別の補強梁は施工現
場に運搬し易く、施工現場で補強梁を組み立てる必要が
なく、現場施工工数が増加しない。
In the large building unit, another reinforcing beam having a length substantially equal to the long side of the large building unit is attached to the long side ceiling beam forming the column omitted corner. Even if the ceiling beam in the short side direction passing through the omitted corner is bent to be within the allowable range, the ceiling does not become lower enough to exceed the allowable range. In addition, this reinforcing beam and another reinforcing beam are easily transported to the construction site, there is no need to assemble the reinforcement beam at the construction site, and the number of on-site construction steps does not increase.

【0099】請求項3記載の発明は、請求項2記載の発
明と同様に、建物ユニットは長辺の長さの異なる大形建
物ユニットと小形建物ユニットの2種類からなり、長辺
を対峙させた建物ユニットのほぼ一直線状になっている
柱省略角部を通過する一方の建物ユニットの短辺の天井
梁と他方の建物ユニットの短辺の天井梁とに、この両短
辺の長さの和にほぼ等しい長さの補強梁が差し渡されて
取り付けられているから、この柱省略角部を通過する短
辺方向の天井梁の撓みは、許容範囲の中に納まる。
According to a third aspect of the present invention, similarly to the second aspect, the building units are composed of two types of large building units and small building units having different long sides, and the long sides are opposed to each other. Of the short side ceiling beam of one building unit and the short side ceiling beam of the other building unit passing through the almost straight pillar corners of the building unit Since a reinforcing beam having a length substantially equal to the sum is provided across and attached, the bending of the ceiling beam in the short side direction passing through the corner where the pillar is omitted is within an allowable range.

【0100】又、大形建物ユニットと小形建物ユニット
の両方の柱省略角部を構成する長辺の天井梁に長辺にほ
ぼ等しい長さの別の補強梁が取り付けられているから、
短辺方向の天井梁が許容範囲に納まる程度に撓んでいて
も、許容範囲を超えるほど天井が低くならない。又、こ
の補強梁は短辺の天井梁の2倍にほぼ等しい長さである
し、別の補強梁は長辺の天井梁にほぼ等しい長さである
ので、運搬し易く、施工現場で補強梁を組み立てる必要
がなく、現場施工工数が増加しない。
In addition, since another reinforcing beam having a length substantially equal to the long side is attached to the long side ceiling beam forming the pillar omitted corner portion of both the large building unit and the small building unit,
Even if the ceiling beam in the short side direction is deflected to the extent that it falls within the allowable range, the ceiling does not drop below the allowable range. Also, this reinforcing beam is almost equal to twice the length of the ceiling beam on the short side, and another reinforcing beam is almost the same length as the ceiling beam on the long side. There is no need to assemble beams, and the number of on-site construction steps does not increase.

【0101】請求項4記載の発明は、一方の建物ユニッ
トの短辺の天井梁と他方の建物ユニットの短辺の天井梁
とが、柱省略角部において突き合わされ剛接合されてい
るから、柱省略角部を通過する短辺方向の梁の強度は、
突き合わされて直列一本化した梁の強度に、補強梁の強
度が加わったものとなり、剛接合されない場合に比べ
て、撓みが極めて少なくなる。この請求項4記載の発明
において、天井梁を剛接合すると同時に補強梁と別の補
強梁とを剛接合すると、天井梁の機械的強度が更に大き
くなる。
According to the fourth aspect of the present invention, the ceiling beam on the short side of one building unit and the ceiling beam on the short side of the other building unit are butted and rigidly joined at the corner where the column is omitted. The strength of the beam in the short side direction passing through the omitted corner is
The strength of the reinforcing beams is added to the strength of the butted beams that are integrated in series, and the bending is extremely reduced as compared with the case where the beams are not rigidly joined. In the invention of claim 4, when the ceiling beam is rigidly joined and the reinforcing beam is rigidly joined to another reinforcing beam, the mechanical strength of the ceiling beam is further increased.

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

【図1】本発明の一実施例を示すもので、(イ)はユニ
ット建物を示す斜視説明図、(ロ)は(イ)の1階部分
の建物ユニットの配置を示す平面視配置図である。
FIG. 1 shows an embodiment of the present invention, in which (a) is a perspective explanatory view showing a unit building, and (b) is a plan view layout showing the layout of building units on the first floor of (a). is there.

【図2】建物ユニットの骨格を示す斜視説明図である。FIG. 2 is an explanatory perspective view showing a skeleton of a building unit.

【図3】柱省略角部を有する建物ユニットの骨格を示す
斜視説明図である。
FIG. 3 is a perspective explanatory view showing a skeleton of a building unit having a pillar-eliminated corner.

【図4】柱省略角部を有する建物ユニットに補強梁を取
り付けている状態を示す斜視説明図である。
FIG. 4 is a perspective explanatory view showing a state in which a reinforcing beam is attached to a building unit having a column omitted corner portion.

【図5】柱省略角部を有する建物ユニットに補強梁を取
り付けた状態を示す斜視説明図である。
FIG. 5 is a perspective explanatory view showing a state in which a reinforcing beam is attached to a building unit having a column omitted corner portion.

【図6】本発明の他の実施例を示すもので、(イ)はユ
ニット建物を示す斜視説明図、(ロ)は(イ)の1階部
分の建物ユニットの配置を示す平面配置明図である。
6A and 6B show another embodiment of the present invention, wherein FIG. 6A is a perspective explanatory view showing a unit building, and FIG. 6B is a plan view showing the layout of building units on the first floor of FIG. It is.

【図7】柱省略角部を有する建物ユニットに補強梁を取
り付けている状態を示す斜視説明図である。
FIG. 7 is an explanatory perspective view showing a state in which a reinforcing beam is attached to a building unit having a column omitted corner portion.

【図8】本発明の別の実施例を示すもので、(イ)はユ
ニット建物を示す斜視説明図、(ロ)は(イ)の1階の
建物ユニットの配置を示す平面視配置図である。
8A and 8B show another embodiment of the present invention, wherein FIG. 8A is a perspective explanatory view showing a unit building, and FIG. 8B is a plan view showing the arrangement of building units on the first floor of FIG. is there.

【図9】柱省略角部を有する建物ユニットに補強梁を取
り付けている状態を示す斜視説明図である。
FIG. 9 is a perspective explanatory view showing a state in which a reinforcing beam is attached to a building unit having a column omitted corner portion.

【図10】本発明の更に別の実施例を示すもので、
(イ)はユニット建物を示す斜視説明図、(ロ)は
(イ)の1階の建物ユニットの配置を示す平面視配置図
である。
FIG. 10 illustrates yet another embodiment of the present invention.
(A) is a perspective explanatory view showing a unit building, and (B) is a plan view layout diagram showing the layout of the building units on the first floor of (A).

【図11】柱省略角部を有する建物ユニットに補強梁を
取り付けている状態を示す斜視説明図である。
FIG. 11 is a perspective explanatory view showing a state in which a reinforcing beam is attached to a building unit having a column omitted corner portion.

【図12】本発明の更に別の実施例を示すもので、
(イ)はユニット建物を示す斜視説明図、(ロ)は
(イ)の1階の建物ユニットの配置を示す平面視配置図
である。
FIG. 12 illustrates yet another embodiment of the present invention.
(A) is a perspective explanatory view showing a unit building, and (B) is a plan view layout diagram showing the layout of the building units on the first floor of (A).

【図13】柱省略角部を有する建物ユニットに補強梁を
取り付けている状態を示す斜視説明図である。
FIG. 13 is an explanatory perspective view showing a state in which a reinforcing beam is attached to a building unit having a column omitted corner portion.

【図14】図11のA部分の短辺の天井梁の連結状態を
示す斜視説明図である。
14 is an explanatory perspective view showing a connection state of a ceiling beam on a short side of a portion A in FIG. 11;

【図15】(イ)は連結された短辺の天井梁の正面図、
(ロ)は(イ)の平面図である。
FIG. 15 (a) is a front view of a connected short side ceiling beam,
(B) is a plan view of (A).

【図16】本発明の更に別の実施例を示すもので、
(イ)は連結された短辺の天井梁の一部切欠正面図、
(ロ)は(イ)の一部切欠平面図である。
FIG. 16 illustrates yet another embodiment of the present invention.
(A) is a partially cutaway front view of the connected short side ceiling beam,
(B) is a partially cutaway plan view of (A).

【符号の説明】[Explanation of symbols]

U、Ua、Ub、Uc、Ud ユニット建物 1、1a、1b、1c、1d 建物ユニット 2、2a、2b、2c、2d、2e 柱省略角部を
有する建物ユニット 23、23a、23b、23c、23d、23e 天
井梁 3、3a、3b、3c、3d 仮柱 5、5a、5b、5c、5d 補強梁 6、6a、6b、6c、6d 別の補強梁 7a 別の補強梁
U, Ua, Ub, Uc, Ud Unit building 1, 1a, 1b, 1c, 1d Building unit 2, 2a, 2b, 2c, 2d, 2e Building unit 23, 23a, 23b, 23c, 23d having a column omitted corner portion , 23e ceiling beam 3, 3a, 3b, 3c, 3d temporary column 5, 5a, 5b, 5c, 5d reinforcing beam 6, 6a, 6b, 6c, 6d another reinforcing beam 7a another reinforcing beam

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 柱と床梁と天井梁とを平面矩形状の箱形
に連結し、且つ、この矩形状の一角に柱を省略した柱省
略角部を有する2乃至4個の建物ユニットが、長辺同士
を対峙させ、柱省略角部を互いに突き合わせて据え付け
られたユニット建物において、前記長辺同士を対峙させ
た建物ユニットには、ほぼ一直線状になっている柱省略
角部を通過する一方の建物ユニットの短辺の天井梁と他
方の建物ユニットの短辺の天井梁とに、この両短辺の長
さの和にほぼ等しい長さの補強梁が差し渡されて取り付
けられ、前記2乃至4個の建物ユニットの少なくとも1
個の建物ユニットには、柱省略角部を構成する長辺の天
井梁に長辺にほぼ等しい長さの別の補強梁が取り付けら
れていることを特徴とするユニット建物。
1. Two to four building units which connect a pillar, a floor beam and a ceiling beam in a plane rectangular box shape, and have a pillar omitted corner in which a pillar is omitted in one corner of the rectangle. In a unit building that is installed with its long sides facing each other and the pillar omitted corners facing each other, the building unit whose long sides face each other passes through a substantially straight pillar omitted corner. A reinforcing beam having a length substantially equal to the sum of the lengths of the two short sides is attached to and attached to the short side ceiling beam of one building unit and the short side ceiling beam of the other building unit, At least one of two to four building units
A unit building, wherein each building unit is provided with another reinforcing beam having a length substantially equal to the long side, which is attached to a ceiling beam on a long side constituting a corner omitted in a pillar.
【請求項2】 柱と床梁と天井梁とを平面矩形状の箱形
に連結し、且つ、この矩形状の一角に柱を省略した柱省
略角部を有する2乃至4個の建物ユニットが、長辺同士
を対峙させ、柱省略角部を互いに突き合わせて据え付け
られたユニット建物において、前記2乃至4個の建物ユ
ニットは長辺の長さの異なる大形建物ユニットと小形建
物ユニットの2種類からなり、前記長辺同士を対峙させ
た建物ユニットには、ほぼ一直線状になっている柱省略
角部を通過する一方の建物ユニットの短辺の天井梁と他
方の建物ユニットの短辺の天井梁とに、この両短辺の長
さの和にほぼ等しい長さの補強梁が差し渡されて取り付
けられ、大形建物ユニットには、柱省略角部を構成する
長辺の天井梁に大形建物ユニットの長辺にほぼ等しい長
さの別の補強梁が取り付けられていることを特徴とする
ユニット建物。
2. Two to four building units which connect a pillar, a floor beam and a ceiling beam in a plane rectangular box shape, and have a pillar omitted corner in which the pillar is omitted in one corner of the rectangle. In a unit building in which the long sides are opposed to each other and the pillar omitted corners are abutted against each other, the two to four building units are of two types: a large building unit and a small building unit having different long sides. In the building unit having the long sides facing each other, a ceiling beam on the short side of one building unit and a ceiling beam on the short side of the other building unit that pass through a substantially straight pillar omitted corner portion A reinforcing beam having a length substantially equal to the sum of the lengths of both short sides is attached to the beam and attached to the beam. Another reinforcing beam with a length approximately equal to the long side of the Unit building characterized by being attached.
【請求項3】 柱と床梁と天井梁とを平面矩形状の箱形
に連結し、且つ、この矩形状の一角に柱を省略した柱省
略角部を有する2乃至4個の建物ユニットが、長辺同士
を対峙させ、柱省略角部を互いに突き合わせて据え付け
られたユニット建物において、前記2乃至4個の建物ユ
ニットは長辺の長さの異なる大形建物ユニットと小形建
物ユニットの2種類からなり、前記長辺同士を対峙させ
た建物ユニットには、ほぼ一直線状になっている柱省略
角部を通過する一方の建物ユニットの短辺の天井梁と他
方の建物ユニットの短辺の天井梁とに、この両短辺の長
さの和にほぼ等しい長さの補強梁が差し渡されて取り付
けられ、大形建物ユニットと小形建物ユニットの両方の
柱省略角部を構成する長辺の天井梁に長辺にほぼ等しい
長さの別の補強梁が取り付けられていることを特徴とす
るユニット建物。
3. Two or four building units having pillars, floor beams, and ceiling beams connected to each other in a planar rectangular box shape, and having pillar omitted corners in which the pillars are omitted in one corner of the rectangular shape. In a unit building in which the long sides are opposed to each other and the pillar omitted corners are abutted against each other, the two to four building units are of two types: a large building unit and a small building unit having different long sides. In the building unit having the long sides facing each other, a ceiling beam on the short side of one building unit and a ceiling beam on the short side of the other building unit that pass through a substantially straight pillar omitted corner portion A reinforcing beam with a length approximately equal to the sum of the lengths of the two short sides is attached to the beam and attached to it, and Another reinforcing beam with a length almost equal to the long side of the ceiling beam Unit building characterized by being attached.
【請求項4】 柱と床梁と天井梁とを平面矩形状の箱形
に連結し、且つ、この矩形状の一角に柱を省略した柱省
略角部を有する2乃至4個の建物ユニットが、長辺同士
を対峙させ、柱省略角部を互いに突き合わせて据え付け
られたユニット建物において、前記長辺同士を対峙させ
た建物ユニットには、ほぼ一直線状になっている柱省略
角部を通過する一方の建物ユニットの短辺の天井梁と他
方の建物ユニットの短辺の天井梁とに、この両短辺の長
さの和にほぼ等しい長さの補強梁が差し渡されて取り付
けられ、前記2乃至4個の建物ユニットの少なくとも1
個の建物ユニットには、柱省略角部を構成する長辺の天
井梁に長辺にほぼ等しい長さの別の補強梁が、前記補強
梁に連結され、又は、連結されずに、取り付けられ、前
記ほぼ一直線状になっている柱省略角部を通過する一方
の建物ユニットの短辺の天井梁と他方の建物ユニットの
短辺の天井梁とが、柱省略角部において剛接合されてい
ることを特徴とするユニット建物。
4. Two or four building units having pillars, floor beams, and ceiling beams connected in a planar rectangular box shape, and having pillar omitted corners in which the pillars are omitted in one corner of the rectangular shape. In a unit building that is installed with its long sides facing each other and the pillar omitted corners facing each other, the building unit whose long sides face each other passes through a substantially straight pillar omitted corner. A reinforcing beam having a length substantially equal to the sum of the lengths of the two short sides is attached to and attached to the short side ceiling beam of one building unit and the short side ceiling beam of the other building unit, At least one of two to four building units
In each of the building units, another reinforcing beam having a length substantially equal to the long side is attached to the long side ceiling beam constituting the column omitted corner portion, connected to the reinforcing beam, or attached without being connected. The ceiling beam on the short side of one building unit and the ceiling beam on the short side of the other building unit that pass through the substantially straight pillar omitted corner are rigidly joined at the pillar omitted corner. A unit building characterized by the following:
JP10334411A 1998-09-18 1998-11-25 Unit building Pending JP2000154596A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10334411A JP2000154596A (en) 1998-09-18 1998-11-25 Unit building

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP26468698 1998-09-18
JP10-264686 1998-09-18
JP10334411A JP2000154596A (en) 1998-09-18 1998-11-25 Unit building

Publications (1)

Publication Number Publication Date
JP2000154596A true JP2000154596A (en) 2000-06-06

Family

ID=26546621

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10334411A Pending JP2000154596A (en) 1998-09-18 1998-11-25 Unit building

Country Status (1)

Country Link
JP (1) JP2000154596A (en)

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