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JP2002227306A - Unit building - Google Patents

Unit building

Info

Publication number
JP2002227306A
JP2002227306A JP2001023609A JP2001023609A JP2002227306A JP 2002227306 A JP2002227306 A JP 2002227306A JP 2001023609 A JP2001023609 A JP 2001023609A JP 2001023609 A JP2001023609 A JP 2001023609A JP 2002227306 A JP2002227306 A JP 2002227306A
Authority
JP
Japan
Prior art keywords
building
unit
ceiling
units
building unit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2001023609A
Other languages
Japanese (ja)
Other versions
JP4669615B2 (en
Inventor
Takehiro Takenaka
健浩 竹中
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 JP2001023609A priority Critical patent/JP4669615B2/en
Publication of JP2002227306A publication Critical patent/JP2002227306A/en
Application granted granted Critical
Publication of JP4669615B2 publication Critical patent/JP4669615B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To arrange an open ceiling area in a ceiling part in a group of units while preventing deformation against horizontal force of the group of units consisting of two parallel arrangement building units and a connected arrangement building unit. SOLUTION: In a unit building 1 having a group of units 20 constructed of the two parallel arrangement building units 21 and 22 and the connected arrangement unit 23, a reinforcement beam 23A is arranged in the ceiling part of the connected arrangement building unit 23. In four areas consisting of two areas A and B of the parallel arrangement building units and sectioned areas C and D sectioned by the reinforcement beam 23A in the connected arrangement building unit 23, the areas A and C positioned diagonally in plan view are reinforced with braces, and at least one area B in the rest of areas is used as an area 15 available for an open ceiling having no brace reinforcement.

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】本発明はユニット建物に関す
る。
[0001] The present invention relates to a unit building.

【0002】[0002]

【従来の技術】ユニット建物として、特開昭55-126638
号公報に記載の如く、2個の互いに並列配置されてそれ
らの辺を同一直線上に揃えた並列置き建物ユニットと、
2個の並列置き建物ユニットの同一直線上に揃う2つの
辺に沿うように配置された渡り置き建物ユニットとから
なるユニット群を有するものがある。
2. Description of the Related Art As a unit building, Japanese Patent Laid-Open No. 55-126638
No. 2, as described in the publication, a parallel-placed building unit arranged in parallel with each other and having their sides aligned on the same straight line,
There is a unit having a unit group consisting of two side-by-side building units arranged along two sides of the two side-by-side building units aligned on the same straight line.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、従来技
術では、前記ユニット群の天井補強構造として、2個の
並列置き建物ユニットの各天井面の領域と、渡り置き建
物ユニットの天井面の領域の全ての領域に水平ブレース
を設け、水平力をそれら3個の建物ユニットで均一に負
担して水平力に対する変形を防止可能としている。この
ため、ユニット群の天井部に吹き抜け領域を設けること
ができず、階段室や吹き抜け室を設けることができな
い。
However, in the prior art, as the ceiling reinforcing structure of the unit group, all of the area of each ceiling surface of the two side-by-side building units and the area of the ceiling surface of the crossover building unit are all included. The horizontal brace is provided in the area of, and the horizontal force is evenly distributed by these three building units, so that the deformation due to the horizontal force can be prevented. For this reason, a stairwell or a stairwell cannot be provided in the ceiling of the unit group.

【0004】本発明の課題は、2個の並列置き建物ユニ
ットと渡り置き建物ユニットとからなるユニット群の水
平力に対する変形を防止しながら、ユニット群の天井部
に吹き抜け領域を設けることにある。
[0004] It is an object of the present invention to provide a blow-through area on the ceiling of a unit group while preventing deformation of a unit group consisting of two side-by-side building units and a cross-over building unit against horizontal force.

【0005】[0005]

【課題を解決するための手段】請求項1の発明は、2個
の互いに並列配置されてそれらの辺を同一直線上に揃え
た並列置き建物ユニットと、2個の並列置き建物ユニッ
トの同一直線上に揃う2つの辺に沿うように配置された
渡り置き建物ユニットとからなるユニット群を有するユ
ニット建物において、渡り置き建物ユニットの天井又は
床部で、両並列置き建物ユニットの境界線の延長線上に
位置する部分に補強梁を設け、2個の並列置き建物ユニ
ットの各天井又は床面の領域と、渡り置き建物ユニット
の天井又は床面を補強梁で区画した領域とからなる複数
の領域のうち、平面視で対角に位置する2つの領域をブ
レース補強し、残る領域のうち少なくとも1つの領域を
ブレース補強しない吹き抜け可能な領域とする、ユニッ
ト群の補強構造を備えてなるようにしたものである。
According to the first aspect of the present invention, there is provided a side-by-side building unit which is arranged in parallel with each other and whose sides are aligned on the same straight line, and a same direct connection of two side-by-side building units. In a unit building having a unit group consisting of a crossover building unit arranged along two sides aligned on a line, on a ceiling or floor of the crossover building unit, on an extension of a boundary line between the two side by side building units. A reinforcing beam is provided in a portion located in the area of the ceiling or floor surface of the two side-by-side building units, and a plurality of regions including a region where the ceiling or floor surface of the crossover building unit is partitioned by the reinforcing beam. Of these, the reinforcing structure of the unit group is such that two regions located diagonally in plan view are braced, and at least one of the remaining regions is a blow-through region that is not braced. Is obtained by the Ete become so.

【0006】請求項2の発明は、請求項1の発明におい
て更に、前記渡り置き建物ユニットが両並列置き建物ユ
ニットの同一直線上に揃う2つの辺の合計長より長尺を
なすとき、渡り置き建物ユニットの天井又は床部で、並
列置き建物ユニットの外郭線の延長線上に位置する部分
にも補強梁を設けるようにしたものである。
According to a second aspect of the present invention, in the first aspect of the present invention, the crossover building unit is longer than the total length of two sides aligned on the same straight line of the two side by side building units. In the ceiling or floor of the building unit, a reinforcing beam is provided also on a portion located on an extension of the outline of the parallel-positioned building unit.

【0007】請求項3の発明は、請求項1の発明におい
て更に、前記両並列置き建物ユニットがそれらの境界線
に沿う辺の長さを互いに異にするとき、長尺の並列置き
建物ユニットの天井又は床部で、短尺の並列置き建物ユ
ニットの外郭線の延長線上に位置する部分にも補強梁を
設けるようにしたものである。
According to a third aspect of the present invention, in the first aspect of the present invention, when the two side-by-side building units have different lengths of sides along their boundary lines, the long side-by-side building units may have different lengths. In the ceiling or the floor, a reinforcing beam is provided also on a portion located on an extension of the outline of the short parallel building unit.

【0008】請求項4に記載の発明は、請求項1の発明
において更に、前記渡り置き建物ユニットが両並列置き
建物ユニットの同一直線上に揃う2つの辺の合計長より
短尺をなすとき、並列置き建物ユニットの天井又は床部
で、渡り置き建物ユニットの外郭線の延長線上に位置す
る部分にも補強梁を設けるようにしたものである。
According to a fourth aspect of the present invention, in the first aspect of the present invention, when the crossover building unit is shorter than the total length of two sides of the two parallel building units aligned on the same straight line, A reinforcing beam is also provided on a portion of the ceiling or floor of the storage building unit that is located on an extension of the outline of the crossover building unit.

【0009】請求項5の発明は、請求項1〜4のいずれ
かの発明において更に、前記ユニット群を構成する前記
2個の並列置き建物ユニットの一方の建物ユニットをサ
ブ渡り置き建物ユニットとし、このサブ渡り置き建物ユ
ニットの辺のうち、前記渡り置き建物ユニットが配置さ
れていない辺に沿って、他の2個のサブ並列置き建物ユ
ニットを並べて配置し、これらのサブ渡り置き建物ユニ
ットと両サブ並列置き建物ユニットによりサブユニット
群を構成するとき、サブユニット群についても前記ユニ
ット群におけると同じ補強構造を備えてなるようにした
ものである。
According to a fifth aspect of the present invention, in any one of the first to fourth aspects, one of the two side-by-side building units constituting the unit group is a sub-crossing building unit, The other two sub-parallel building units are arranged side by side along the side of the side of the sub-trailing building unit where the bridging building unit is not disposed. When a sub-unit group is constituted by sub-parallel-placed building units, the sub-unit group is also provided with the same reinforcing structure as in the unit group.

【0010】[0010]

【作用】請求項1の発明によれば下記〜の作用があ
る。 両並列置き建物ユニットの境界線に沿う水平力を、渡
り置き建物ユニットに設けた補強梁の存在により、両並
列置き建物ユニットと渡り置き建物ユニットの3個の建
物ユニットで負担できる。
According to the first aspect of the present invention, the following effects are obtained. The horizontal force along the boundary line between the two side-by-side building units can be borne by the three building units, the two side-by-side building units and the side-by-side building unit, due to the presence of the reinforcing beams provided in the side-by-side building unit.

【0011】2個の並列置き建物ユニットの各天井又
は床面の領域と、渡り置き建物ユニットの補強梁で区画
した領域とからなる複数の領域のうち、平面視で対角に
位置する領域をブレース補強した。従って、ブレース補
強されない領域の天井又は床面でも、直交するX方向と
Y方向にて相交差するそれらの天井又は床梁をブレース
補強された対角に位置する補強領域に添設されて間接的
に補強される。従って、ユニット群に作用するX方向と
Y方向の水平力を、3個の並列置き建物ユニットと渡り
置き建物ユニットの全てによって均一に負担できる。
[0011] Of a plurality of areas consisting of the area of each ceiling or floor surface of the two side-by-side building units and the area divided by the reinforcing beams of the cross-over building unit, an area which is diagonally located in a plan view is defined as an area. Brace reinforcement. Therefore, even on the ceiling or floor surface of the region where the brace is not reinforced, those ceiling or floor beams that intersect in the orthogonal X direction and Y direction are attached to the brace reinforced diagonally reinforced region and indirectly attached. Is reinforced. Therefore, the horizontal force acting on the unit group in the X direction and the Y direction can be uniformly shared by all of the three side-by-side building units and the cross-over building units.

【0012】上述、により、ユニット群の水平力
に対する変形を防止できる。
As described above, it is possible to prevent the unit group from being deformed by the horizontal force.

【0013】ユニット群の天井又は床部のうち、少な
くとも1つの領域をブレース補強しない吹き抜け可能領
域とするから、この吹き抜け可能領域に階段室や吹き抜
け室を設けることができる。階上部分であれば天窓を設
けることもできる。
Since at least one of the ceilings or floors of the unit group is a blow-through area without brace reinforcement, a staircase or a stairwell can be provided in this blow-through area. A skylight can be provided on the upper floor.

【0014】請求項2の発明によれば下記の作用があ
る。 渡り置き建物ユニットが両並列置き建物ユニットの同
一直線上に揃う2つの辺の合計長より長尺をなすとき、
並列置き建物ユニットの外郭線に沿う水平力を、渡り置
き建物ユニットに設けた補強梁の存在により、両並列置
き建物ユニットと渡り置き建物ユニットの3個の建物ユ
ニットで負担できる。
According to the second aspect of the present invention, the following operations are provided. When the crossover building unit is longer than the total length of the two sides aligned on the same straight line of both side-by-side building units,
The horizontal force along the outline of the side-by-side building unit can be borne by the three building units, both the side-by-side building unit and the side-by-side building unit, due to the presence of the reinforcing beams provided on the side-by-side building unit.

【0015】請求項3の発明によれば下記の作用があ
る。 両並列置き建物ユニットがそれらの境界線に沿う辺の
長さを互いに異にするとき、短尺の並列置き建物ユニッ
トの外郭線に沿う水平力を、長尺の並列置き建物ユニッ
トに設けた補強梁の存在により、両並列置き建物ユニッ
トと渡り置き建物ユニットの3個の建物ユニットで負担
できる。
According to the third aspect of the invention, the following effects are obtained. When both side-by-side building units have different lengths of sides along their boundaries, the horizontal force along the outer line of the short side-by-side building unit is applied to the long side-by-side building unit. Can be paid by the three building units of the two-side-placed building unit and the cross-placed building unit.

【0016】請求項4の発明によれば下記の作用があ
る。 渡り置き建物ユニットが両並列置き建物ユニットの同
一直線上に揃う2つの辺の合計長より短尺をなすとき、
渡り置き建物ユニットの外郭線に沿う水平力を、並列置
き建物ユニットに設けた補強梁の存在により、両並列置
き建物ユニットと渡り置き建物ユニットの3個の建物ユ
ニットで負担できる。
According to the fourth aspect of the invention, the following effects are obtained. When the crossover building unit is shorter than the total length of the two sides aligned on the same straight line of both side-by-side building units,
The horizontal force along the outline of the crossover building unit can be borne by the three parallel building units and the crossover building unit due to the presence of the reinforcing beams provided on the parallel building units.

【0017】請求項5の発明によれば下記の作用があ
る。 2個の並列置き建物ユニットと渡り置き建物ユニット
からなるユニット群と、2個のサブ並列置き建物ユニッ
トとサブ渡り置き建物ユニットからなるサブユニット群
が、ユニット群の1個の並列置き建物ユニットとサブユ
ニット群のサブ渡り置き建物ユニットを同一建物ユニッ
トとする状態で複合化しているときにも、それらユニッ
ト群とサブユニット群の両方で、水平力に対する変形を
防止しながら、天井部に吹き抜け領域を形成できる。
According to the fifth aspect of the present invention, the following operations are provided. A unit group consisting of two parallel-placed building units and a crossover building unit, and a subunit group consisting of two sub-parallel-placed building units and a sub-overlaying building unit are defined as one parallel placed building unit of the unit group. Even when sub-transfer building units of a sub-unit group are compounded with the same building unit, both the unit group and the sub-unit group prevent deformation due to horizontal force, and a blow-through area on the ceiling Can be formed.

【0018】[0018]

【発明の実施の形態】図1は第1実施形態のユニット建
物のユニット群を示し、(A)は斜視図、(B)は平面
図、図2は第1実施形態の天井補強構造を示し、(A)
は第1例を示す平面図、(B)は第2例を示す平面図、
(C)は第3例を示す平面図、図3は第2実施形態の天
井補強構造を示し、(A)は第1例を示す平面図、
(B)は第2例を示す平面図、図4は第3実施形態の天
井補強構造を示し、(A)は第1例を示す平面図、
(B)は第2例を示す平面図、図5は第4実施形態の天
井補給構造を示す平面図、図6は第5実施形態のユニッ
ト建物のユニット群とサブユニット群を示す平面図、図
7は第5実施形態の天井補強構造を示し、(A)は第1
例を示す平面図、(B)は第2例を示す平面図である。
1 shows a unit group of a unit building according to a first embodiment, (A) is a perspective view, (B) is a plan view, and FIG. 2 shows a ceiling reinforcing structure according to the first embodiment. , (A)
Is a plan view showing a first example, (B) is a plan view showing a second example,
(C) is a plan view showing a third example, FIG. 3 shows a ceiling reinforcement structure of a second embodiment, (A) is a plan view showing a first example,
(B) is a plan view showing a second example, FIG. 4 shows a ceiling reinforcing structure of a third embodiment, (A) is a plan view showing a first example,
(B) is a plan view showing a second example, FIG. 5 is a plan view showing a ceiling supply structure of a fourth embodiment, FIG. 6 is a plan view showing a unit group and a subunit group of a unit building of a fifth embodiment, FIG. 7 shows a ceiling reinforcement structure according to a fifth embodiment, and FIG.
FIG. 7B is a plan view illustrating an example, and FIG. 8B is a plan view illustrating a second example.

【0019】(第1実施形態)(図1、図2) ユニット建物1は、図1に示す如く、複数の建物ユニッ
ト10を水平方向と鉛直方向に隣接配置して構築され、
その一部に図1に示す如くのユニット群20を有する。
(First Embodiment) (FIGS. 1 and 2) As shown in FIG. 1, a unit building 1 is constructed by arranging a plurality of building units 10 adjacent to each other in a horizontal direction and a vertical direction.
A part thereof has a unit group 20 as shown in FIG.

【0020】ユニット群20は、2個の互いに並列配置
されてそれらの短辺21A、22Aを同一直線上に設け
た並列置き建物ユニット21、22と、2個の並列置き
建物ユニット21、22の同一直線上に揃う2つの短辺
21A、22Aに沿うように配置された渡り置き建物ユ
ニット23とからなる。尚、建物ユニット21〜23
は、各4個の床梁11、柱12、天井梁13を箱型に接
合した骨組構造体である。
The unit group 20 includes two parallel-placed building units 21 and 22 which are arranged in parallel with each other and whose short sides 21A and 22A are provided on the same straight line, and two parallel-placed building units 21 and 22. It consists of a crossover building unit 23 arranged along two short sides 21A and 22A aligned on the same straight line. The building units 21 to 23
Is a skeleton structure in which four floor beams 11, columns 12, and ceiling beams 13 are joined in a box shape.

【0021】ユニット群20は、下記(1)、(2)の天井補
強構造を備える(図2(A))。 (1)渡り置き建物ユニット23の天井部で、両並列置き
建物ユニット21、22の境界線の天井梁13、13の
延長線上に位置する部分に補給梁23Aを設ける。補強
梁23Aは渡り置き建物ユニット23の相対する天井梁
13、13の中間部に掛け渡される。
The unit group 20 has the following ceiling reinforcing structures (1) and (2) (FIG. 2A). (1) A supply beam 23A is provided at a portion of the ceiling of the crossover building unit 23, which is located on an extension of the ceiling beams 13, 13 at the boundary between the two side-by-side building units 21, 22. The reinforcing beam 23 </ b> A is bridged between the opposite ceiling beams 13 of the building unit 23.

【0022】(2)2個の並列置き建物ユニット21、2
2の各天井面の領域A、Bと、渡り置き建物ユニット2
3の天井面を補強梁23Aで区画した2つの領域C、D
とからなる全4つの領域のうち、平面視で対角に位置す
る領域A、Cともう1つの領域Dを水平ブレース14で
ブレース補強し、残る1つの領域Bをブレース補強しな
い吹き抜け可能領域15とした。
(2) Two parallel building units 21 and 2
2. Areas A and B on each ceiling surface, and crossover building unit 2
3 are divided into two areas C and D by dividing the ceiling surface by the reinforcing beams 23A.
Of the four areas, the areas A and C and the other area D, which are diagonally located in a plan view, are braced by the horizontal brace 14 and the remaining area B is a blow-through area 15 not braced. And

【0023】本実施形態によれば、以下の作用がある。 両並列置き建物ユニット21、22の境界線の天井梁
13に沿う水平力を、渡り置き建物ユニット23に設け
た補強梁23Aの存在により、両並列置き建物ユニット
21、22と渡り置き建物ユニット23の3個の建物ユ
ニットで負担できる。
According to this embodiment, the following operations are provided. The horizontal force along the ceiling beam 13 at the boundary between the side-by-side building units 21 and 22 is applied to the side-by-side building units 21 and 22 and the side-by-side building unit 23 due to the presence of the reinforcing beam 23A provided on the side-by-side building unit 23. Can be paid by three building units.

【0024】2個の並列置き建物ユニット21、22
の各天井面の領域A、Bと、渡り置き建物ユニット23
の補強梁23Aで区画した領域C、Dとからなる複数の
4つの領域のうち、平面視で対角に位置する領域A、C
をブレース補強した。従って、ブレース補強されない領
域Bの天井面でも、直交するX方向とY方向にて相交差
するそれらの天井梁13をブレース補強された対角に位
置する補強領域A、Cに添設されて間接的に補強され
る。従って、ユニット群20に作用するX方向とY方向
の水平力を、3個の並列置き建物ユニット21、22と
渡り置き建物ユニット23の全てによって均一に負担で
きる。
Two parallel building units 21 and 22
Area A, B of each ceiling surface, and the crossover building unit 23
Of the plurality of regions C and D divided by the reinforcing beam 23A of the region A, C which are diagonally located in a plan view
Was reinforced. Therefore, even on the ceiling surface of the region B where the brace is not reinforced, those ceiling beams 13 that intersect in the orthogonal X direction and Y direction are attached to the brace reinforced diagonally located reinforcing regions A and C and indirectly attached. Is reinforced. Therefore, the horizontal force acting on the unit group 20 in the X direction and the Y direction can be uniformly shared by all of the three side-by-side building units 21 and 22 and the cross-over building unit 23.

【0025】上述、により、ユニット群20の水
平力に対する変形を防止できる。
As described above, the deformation of the unit group 20 due to the horizontal force can be prevented.

【0026】ユニット群20の天井部のうち、少なく
とも1つの領域Bをブレース補強しない吹き抜け可能領
域15とするから、この吹き抜け可能領域15に階段室
や吹き抜け室を設けることができる。階上部分であれば
天窓を設けることもできる。
Since at least one area B of the ceiling of the unit group 20 is a blow-through area 15 without brace reinforcement, a staircase or a stairwell can be provided in this blow-through area 15. A skylight can be provided on the upper floor.

【0027】図2(B)はユニット群20の天井補強構
造の変形例であり、並列置き建物ユニット21の領域A
を吹き抜け可能領域15とし、並列置き建物ユニット2
2の領域Bと渡り置き建物ユニット23の領域C、Dを
水平ブレース14でブレース補強したものである。
FIG. 2B shows a modified example of the ceiling reinforcement structure of the unit group 20, and shows the area A of the building unit 21 arranged side by side.
Is the blow-through area 15 and the building units 2
The second area B and the areas C and D of the crossover building unit 23 are brace-reinforced by the horizontal brace 14.

【0028】図2(C)はユニット群20の天井補強構
造の変形例であり、並列置き建物ユニット21の領域A
と渡り置き建物ユニット23の領域Cを水平ブレース1
4でブレース補強し、並列置き建物ユニット22の領域
Bと渡り置き建物ユニット23の領域Dを吹き抜け可能
領域15としたものである。即ち、ユニット建物1の階
上部分に設けられるユニット群20では、渡り置き建物
ユニット23の一方の領域C又はD(図2の*部分)を
吹き抜け可能領域15とすることができる。
FIG. 2C shows a modification of the ceiling reinforcement structure of the unit group 20, in which the area A of the building unit 21 is arranged side by side.
And the horizontal brace 1 in the area C of the transfer building unit 23
4, the brace is reinforced, and the area B of the side-by-side building unit 22 and the area D of the cross-over building unit 23 are the blow-through area 15. That is, in the unit group 20 provided on the upper floor portion of the unit building 1, one area C or D (the * part in FIG. 2) of the crossover building unit 23 can be the blow-through area 15.

【0029】(第2実施形態)(図3) 図3(A)は、2個の並列置き建物ユニット31、32
と渡り置き建物ユニット33でユニット群30を構成す
るものであるが、渡り置き建物ユニット33が両並列置
き建物ユニット31、32の同一直線上に揃う2つの短
辺31A、32Aの合計長より長尺をなすものである。
(Second Embodiment) (FIG. 3) FIG. 3 (A) shows two building units 31 and 32 arranged in parallel.
And the transfer building unit 33 constitutes the unit group 30. The transfer building unit 33 is longer than the total length of the two short sides 31A and 32A aligned on the same straight line of the building units 31 and 32 arranged in parallel. It is a measure.

【0030】ユニット群30は、下記(1)、(2)の天井補
強構造を備える。 (1)渡り置き建物ユニット33の天井部で、両並列置き
建物ユニット31、32の境界線の天井梁13、13の
延長線上に位置する部分に補強梁33Aを設けるととも
に、狭巾並列置き建物ユニット31の外郭線の天井梁1
3の延長線上に位置する部分にも補強梁33Bを設け
る。補強梁33A、33Bは渡り置き建物ユニット33
の相対する天井梁13、13の中間部に掛け渡される。
The unit group 30 has the following ceiling reinforcing structures (1) and (2). (1) A reinforcing beam 33A is provided on a portion of the ceiling of the crossover building unit 33, which is located on an extension of the ceiling beams 13, 13 on the boundary between the two side-by-side building units 31, 32, and a narrow parallel building. Ceiling beam 1 of the outer line of unit 31
A reinforcing beam 33B is also provided at a portion located on an extension of No. 3. Reinforcing beams 33A and 33B are the building units 33
Of the ceiling beams 13, 13 facing each other.

【0031】(2)2個の並列置き建物ユニット31、3
2の各天井面の領域A、Bと、渡り置き建物ユニット3
3の天井面を補強梁33A、33Bで区画した3つの領
域C、D、Eとからなる全5つの領域のうち、平面視で
対角に位置する領域A、Cともう2つの領域D、Eを水
平ブレース14でブレース補強し、残る1つの領域Bを
ブレース補強しない吹き抜け可能領域15とした。
(2) Two parallel building units 31, 3
2, the areas A and B of each ceiling surface and the crossover building unit 3
Out of all five regions including three regions C, D, and E in which the ceiling surface of No. 3 is partitioned by the reinforcing beams 33A and 33B, regions A and C that are located diagonally in plan view and another two regions D and E was brace-reinforced by a horizontal brace 14, and one remaining area B was a blow-through area 15 without brace reinforcement.

【0032】本実施形態によれば、渡り置き建物ユニッ
ト33が両並列置き建物ユニット31、32の同一直線
上に揃う2つの短辺31A、32Aの合計長より長尺を
なすとき、狭巾並列置き建物ユニット31の外郭線の天
井梁13に沿う水平力を、渡り置き建物ユニット33に
設けた補強梁33Bの存在により、両並列置き建物ユニ
ット31、32と渡り置き建物ユニット33の3個の建
物ユニットで負担できる。
According to the present embodiment, when the transfer building unit 33 is longer than the total length of the two short sides 31A, 32A aligned on the same straight line of the two parallel building units 31, 32, the narrow parallel The horizontal force along the ceiling beam 13 of the outline of the standing building unit 31 is applied to the three parallel building units 31 and 32 and the standing building unit 33 by the presence of the reinforcing beam 33B provided in the passing building unit 33. Can be paid by building unit.

【0033】図3(B)はユニット群30の天井補強構
造の変形例であり、並列置き建物ユニット31の領域A
を吹き抜け可能領域15とし、並列置き建物ユニット3
2の領域Bと渡り置き建物ユニット33の領域C、D、
Eを水平ブレース14でブレース補強したものである。
FIG. 3B shows a modification of the ceiling reinforcement structure of the unit group 30, in which the area A of the side-by-side building unit 31 is shown.
Is the blow-through area 15 and the building units 3
Area B of area 2 and areas C and D of the crossover building unit 33,
The brace E is reinforced by a horizontal brace 14.

【0034】尚、ユニット建物1の階上部分に設けられ
るユニット群30では、渡り置き建物ユニット33の領
域C又はD(図3の*部分)を吹き抜け可能領域15と
することができる。
In the unit group 30 provided on the upper floor of the unit building 1, the area C or D (* in FIG. 3) of the crossover building unit 33 can be the blow-through area 15.

【0035】(第3実施形態)(図4) 図4(A)は、2個の並列置き建物ユニット41、42
と渡り置き建物ユニット43でユニット群40を構成す
るものであるが、両並列置き建物ユニット41、42が
それらの境界線に沿う長辺41A、42Aの長さを互い
に異にするものである。
(Third Embodiment) (FIG. 4) FIG. 4 (A) shows two side-by-side building units 41 and 42.
The unit group 40 is composed of the crossover building units 43, and the two side-by-side building units 41 and 42 have different long sides 41A and 42A along their boundary lines.

【0036】ユニット群40は、下記(1)〜(3)の天井補
強構造を備える。 (1)渡り置き建物ユニット43の天井部で、両並列置き
建物ユニット41、42の境界線の天井梁13、13の
延長線上に位置する部分に補強梁43Aを設ける。
The unit group 40 has the following ceiling reinforcing structures (1) to (3). (1) A reinforcing beam 43A is provided in a portion of the ceiling of the crossover building unit 43, which is located on an extension of the ceiling beams 13, 13 at the boundary between the two side-by-side building units 41, 42.

【0037】(2)長尺の並列置き建物ユニット42の天
井部で、短尺の並列置き建物ユニット41の外郭線の天
井梁13の延長線に位置する部分に補強梁42Bを設け
る。
(2) A reinforcing beam 42B is provided on a portion of the ceiling of the long side-by-side building unit 42 which is an extension of the ceiling beam 13 of the outline of the short side-by-side building unit 41.

【0038】(3)2個の並列置き建物ユニット41、4
2の各天井面の領域A、Bと、渡り置き建物ユニット4
3の天井面を補強梁43Aで区画した2つの領域C、D
とからなる全4つの領域のうち、平面視で対角に位置す
る領域A、Cともう1つの領域Dを水平ブレース14で
ブレース補強し、残る1つの領域Bをブレース補強しな
い吹き抜け可能領域15とした。
(3) Two parallel building units 41, 4
2, the areas A and B of each ceiling surface and the crossover building unit 4
3 are divided into two areas C and D by the reinforcing beams 43A.
Of the four areas, the areas A and C and the other area D, which are diagonally located in a plan view, are braced by the horizontal brace 14 and the remaining area B is a blow-through area 15 not braced. And

【0039】本実施形態によれば、両並列置き建物ユニ
ット41、42がそれらの境界線に沿う長辺41A、4
2Aの長さを互いに異にするとき、短尺の並列置き建物
ユニット41の外郭線の天井梁13に沿う水平力を、長
尺の並列置き建物ユニット42に設けた補強梁42Bの
存在により、両並列置き建物ユニット41、42と渡り
置き建物ユニット43の3個の建物ユニットで負担でき
る。
According to the present embodiment, the two side-by-side building units 41, 42 have the long sides 41A, 4
When the lengths of 2A are different from each other, the horizontal force along the ceiling beam 13 of the outline of the short side-by-side building unit 41 is reduced by the presence of the reinforcing beam 42B provided on the long side-by-side building unit 42. The building units can be borne by three building units, ie, the parallel building units 41 and 42 and the crossover building unit 43.

【0040】図4(B)はユニット群40の天井補強構
造の変形例であり、並列置き建物ユニット41の領域A
を吹き抜け可能領域15とし、並列置き建物ユニット4
2の領域Bと渡り置き建物ユニット43の領域C、Dを
水平ブレース14でブレース補強したものである。
FIG. 4B shows a modified example of the ceiling reinforcement structure of the unit group 40, and shows the area A of the building units 41 arranged side by side.
Is the blow-through area 15 and the building units 4
The second area B and the areas C and D of the crossover building unit 43 are brace-reinforced by the horizontal braces 14.

【0041】尚、ユニット建物1の階上部分に設けられ
るユニット群40では、渡り置き建物ユニット43の領
域C又はD(図4の*部分)を吹き抜け可能領域15と
することができる。
In the unit group 40 provided on the upper floor of the unit building 1, the area C or D (the * part in FIG. 4) of the crossover building unit 43 can be the blow-through area 15.

【0042】(第4実施形態)(図5) 図5は、2個の並列置き建物ユニット51、52と渡り
置き建物ユニット53でユニット群50を構成するもの
であるが、渡り置き建物ユニット53が両並列置き建物
ユニット51、52の同一直線上に沿う2つの長辺51
A、52Aの合計長より短尺をなすものである。
(Fourth Embodiment) (FIG. 5) FIG. 5 shows a unit group 50 composed of two side-by-side building units 51 and 52 and a side-by-side building unit 53. Are two long sides 51 along the same straight line of the building units 51 and 52 placed in parallel.
A and 52A are shorter than the total length.

【0043】ユニット群50は、下記(1)〜(3)の天井補
強構造を備える。 (1)渡り置き建物ユニット53の天井部で、両並列置き
建物ユニット51、52の境界線の天井梁13、13の
延長線上に位置する部分に補強梁53Aを設ける。
The unit group 50 has the following ceiling reinforcing structures (1) to (3). (1) A reinforcing beam 53A is provided at a portion of the ceiling of the crossover building unit 53 which is located on the extension of the ceiling beams 13, 13 at the boundary between the two side-by-side building units 51, 52.

【0044】(2)並列置き建物ユニット51の天井部
で、渡り置き建物ユニット53の外郭線の天井梁13の
鉛直線上に位置する部分に補強梁51Bを設ける。尚、
並列置き建物ユニット51では、相対する天井梁13、
13に掛け渡した継ぎ梁51Cに上述の補強梁51Bを
T字状に突き当て支持する。
(2) A reinforcing beam 51B is provided at a portion of the ceiling of the side-by-side building unit 51, which is located on the vertical line of the ceiling beam 13 of the outline of the crossover building unit 53. still,
In the side-by-side building unit 51, the opposing ceiling beams 13,
The above-mentioned reinforcing beam 51B is abutted and supported in a T-shape on the joint beam 51C bridged over the bridge 13.

【0045】(3)2個の並列置き建物ユニット51、5
2の各天井面の領域A、Bと、渡り置き建物ユニット5
3の天井面を補強梁53Aで区画した2つの領域C、D
とからなる全4つの領域のうち、平面視で対角に位置す
る領域A、Cともう1つの領域Dを水平ブレース14で
ブレース補強し、残る1つの領域Bをブレース補強しな
い吹き抜け可能領域15とした。
(3) Two parallel building units 51, 5
2, the areas A and B of each ceiling surface and the crossover building unit 5
3 are divided into two areas C and D by dividing the ceiling surface by the reinforcing beams 53A.
Of the four regions, the regions A and C, which are diagonally located in plan view, and the other region D are braced by the horizontal brace 14, and the remaining region B is a blow-through area 15 that is not braced. And

【0046】本実施形態によれば、渡り置き建物ユニッ
ト53が両並列置き建物ユニット51、52の同一直線
上に揃う2つの長辺51A、52Aの合計長より短尺を
なすとき、渡り置き建物ユニット53の外郭線の天井梁
13に沿う水平力を、並列置き建物ユニット51に設け
た補強梁51Bの存在により、両並列置き建物ユニット
51、52と渡り置き建物ユニット53の3個の建物ユ
ニットで負担できる。
According to the present embodiment, when the transfer building unit 53 is shorter than the total length of the two long sides 51A, 52A aligned on the same straight line of the both parallel building units 51, 52, the transfer building unit 53 The horizontal force along the ceiling beam 13 of the outer line 53 is applied to the three building units of the two side-by-side building units 51 and 52 and the crossover building unit 53 by the presence of the reinforcing beam 51B provided in the side-by-side building unit 51. Can bear.

【0047】尚、ユニット建物1の階上部分に設けられ
るユニット群50では、渡り置き建物ユニット53の領
域D(図5の*部分)を吹き抜け可能領域15とするこ
とができる。
In the unit group 50 provided on the upper floor of the unit building 1, the area D (the * part in FIG. 5) of the crossover building unit 53 can be the blow-through area 15.

【0048】(第5実施形態)(図6、図7) 図6は、図1、図2のユニット群20にサブユニット群
60を複合化したものである。即ち、ユニット群20を
構成する2個の並列置き建物ユニット21、22の一方
の並列置き建物ユニット21をサブ渡り置き建物ユニッ
ト63とし、このサブ渡り置き建物ユニット63の辺の
うち、渡り置き建物ユニット23が配置されていない長
辺63Bに沿って、他の2個のサブ並列置き建物ユニッ
ト61、62を並べて配置し、これらの両サブ並列置き
建物ユニット61、62とサブ渡り置き建物ユニット6
3によりサブユニット群60を構成したものである。
(Fifth Embodiment) (FIGS. 6 and 7) FIG. 6 is a diagram in which a subunit group 60 is combined with the unit group 20 of FIGS. That is, one of the two side-by-side building units 21 of the two side-by-side building units 21 and 22 constituting the unit group 20 is referred to as a sub-side-over building unit 63, and of the sides of the sub-side-over building unit 63, The other two sub-parallel-placed building units 61 and 62 are arranged side by side along the long side 63B where the unit 23 is not disposed, and these two sub-parallel-placed building units 61 and 62 and the sub-overlaying building unit 6 are arranged.
3 constitute a subunit group 60.

【0049】サブユニット群60についても、ユニット
群20におけると同様の天井補強構造を備える。即ち、
ユニット群20及びサブユニット群60の天井補強構造
は以下の通りになる。
The subunit group 60 also has the same ceiling reinforcement structure as in the unit group 20. That is,
The ceiling reinforcement structure of the unit group 20 and the subunit group 60 is as follows.

【0050】(1)ユニット群20を構成する渡り置き建
物ユニット23の天井部で、両並列置き建物ユニット2
1、22の境界線の天井梁13、13の延長線上に位置
する部分に補強梁23Aを設ける。同時に、サブユニッ
ト群60を構成するサブ渡り置き建物ユニット63(並
列置き建物ユニット21)の天井部で、両並列置き建物
ユニット61、62の境界線の天井梁13、13の延長
線上に位置する部分に補強梁63Aを設ける。
(1) At the ceiling of the crossover building unit 23 constituting the unit group 20,
A reinforcing beam 23A is provided at a portion of the boundary line between the ceiling beams 13 and 13 on the extension of the ceiling line 13 and 13. At the same time, on the ceiling of the sub-placement building unit 63 (parallel-placed building unit 21) constituting the sub-unit group 60, it is located on an extension of the ceiling beams 13, 13 at the boundary between the two side-by-side building units 61, 62. A reinforcing beam 63A is provided in the portion.

【0051】(2)ユニット群20において、並列置き建
物ユニット21(サブ渡り置き建物ユニット63)の天
井面を補強梁63Aで区画した2つの領域A1、A2
と、並列置き建物ユニット22の天井面の領域Bと、渡
り置き建物ユニット23の天井面を補強梁23Aで区画
した2つの領域C、Dとからなる全5つの領域のうち、
平面視で対角に位置する領域A1、A2、Cともう1つ
の領域Dを水平ブレース14でブレース補強し、残る1
つの領域Bをブレース補強しない吹き抜け可能領域15
とした。
(2) In the unit group 20, two areas A 1 and A 2 where the ceiling surface of the parallel-placed building unit 21 (the sub-crossing building unit 63) is partitioned by the reinforcing beams 63 A.
Of the five areas consisting of the area B of the ceiling surface of the side-by-side building unit 22 and the two areas C and D obtained by dividing the ceiling surface of the building unit 23 with the reinforcing beams 23A,
The areas A1, A2, and C, which are diagonally located in plan view, and another area D are brace-reinforced with the horizontal brace 14, and the remaining 1
Blow-through area 15 that does not braces two areas B
It was.

【0052】(3)サブユニット群60において、2個の
サブ並列置き建物ユニット61、62の各天井面の領域
E、Fと、サブ渡り置き建物ユニット63の天井面を補
強梁63Aで区画した2つの領域A1、A2とからなる
全4つの領域のうち、平面視で対角に位置する領域E、
A1ともう1つの領域A2を水平ブレース14でブレー
ス補強し、残る1つの領域Fをブレース補強しない吹き
抜け可能領域15とした。
(3) In the subunit group 60, the areas E and F of the ceiling surfaces of the two sub-parallel building units 61 and 62 and the ceiling surface of the sub-crossing building unit 63 are partitioned by reinforcing beams 63A. Of all four regions including the two regions A1 and A2, a region E located diagonally in plan view,
A1 and another area A2 were brace-reinforced by the horizontal brace 14, and the remaining one area F was a blow-through area 15 without brace reinforcement.

【0053】本実施形態によれば、2個の並列置き建物
ユニット21、22と渡り置き建物ユニット23からな
るユニット群20と、2個のサブ並列置き建物ユニット
61、62とサブ渡り置き建物ユニット63からなるサ
ブユニット群60が、ユニット群20の1個の並列置き
建物ユニット21とサブユニット群60のサブ渡り置き
建物ユニット63を同一建物ユニットとして複合化して
いるときにも、それらユニット群20とサブユニット群
60の両方で、水平力に対する変形を防止しながら、天
井部に吹き抜け領域を形成できる。
According to the present embodiment, a unit group 20 composed of two side-by-side building units 21 and 22 and a side-by-side building unit 23, two sub-side-by-side building units 61 and 62, and a sub-side-by-side building unit Even when the subunit group 60 composed of the subunits 63 combines one parallel-placed building unit 21 of the unit group 20 and the sub-placement building unit 63 of the subunit group 60 as the same building unit, the unit group 20 In both the subunit group 60 and the subunit group 60, a blow-through area can be formed in the ceiling while preventing deformation due to horizontal force.

【0054】図7(B)はサブユニット群60の天井補
強構造の変形例であり、並列置き建物ユニット61の領
域Eを吹き抜け可能領域15とし、並列置き建物ユニッ
ト62の領域Fと渡り置き建物ユニット63の領域A
1、A2を水平ブレース14でブレース補強したもので
ある。
FIG. 7B shows a modification of the ceiling reinforcing structure of the subunit group 60, in which the area E of the side-by-side building unit 61 is defined as the blow-through area 15, and the area F of the side-by-side building unit 62 and the crossover building. Area A of unit 63
1, A2 is brace-reinforced by a horizontal brace 14.

【0055】以上、本発明の実施の形態を図面により詳
述したが、本発明の具体的な構成はこの実施の形態に限
られるものではなく、本発明の要旨を逸脱しない範囲の
設計の変更等があっても本発明に含まれる。例えば、渡
り置き建物ユニットの床部で、両並列置き建物ユニット
の境界線の延長線上に位置する部分に補強梁を設け、2
個の並列置き建物ユニットの各床面の領域と、渡り置き
建物ユニットの床面を補強梁で区画した領域とからなる
複数の領域のうち、平面視で対角に位置する2つの領域
をブレース補強し、残る領域のうち少なくとも1つの領
域をブレース補強しない吹き抜け可能な領域とする、ユ
ニット群の床補強構造を備えてなるものであっても良
い。
The embodiment of the present invention has been described in detail with reference to the drawings. However, the specific configuration of the present invention is not limited to this embodiment, and the design can be changed without departing from the scope of the present invention. The present invention is also included in the present invention. For example, a reinforcing beam is provided at a portion of the floor of the crossover building unit that is located on an extension of the boundary between the two side-by-side building units.
Of a plurality of areas consisting of the area of each floor surface of the parallel-placed building units and the area where the floor surface of the crossover building unit is partitioned by reinforcing beams, two areas that are diagonally located in a plan view are braced. The unit may be provided with a floor reinforcing structure of a unit group in which at least one of the remaining regions is reinforced and made into a blow-through region without brace reinforcement.

【0056】[0056]

【発明の効果】以上のように本発明によれば、2個の並
列置き建物ユニットと渡り置き建物ユニットとからなる
ユニット群の水平力に対する変形を防止しながら、ユニ
ット群の天井部に吹き抜け領域を設けることができる。
As described above, according to the present invention, a blow-through area is provided in the ceiling of the unit group while preventing deformation of the unit group consisting of the two side-by-side building units and the crossover building unit against horizontal force. Can be provided.

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

【図1】図1は第1実施形態のユニット建物のユニット
群を示し、(A)は斜視図、(B)は平面図である。
FIG. 1 shows a unit group of a unit building according to a first embodiment, wherein (A) is a perspective view and (B) is a plan view.

【図2】図2は第1実施形態の天井補強構造を示し、
(A)は第1例を示す平面図、(B)は第2例を示す平
面図、(C)は第3例を示す平面図である。
FIG. 2 shows a ceiling reinforcement structure of the first embodiment,
(A) is a plan view showing a first example, (B) is a plan view showing a second example, and (C) is a plan view showing a third example.

【図3】図3は第2実施形態の天井補強構造を示し、
(A)は第1例を示す平面図、(B)は第2例を示す平
面図である。
FIG. 3 shows a ceiling reinforcement structure according to a second embodiment,
(A) is a plan view showing a first example, and (B) is a plan view showing a second example.

【図4】図4は第3実施形態の天井補強構造を示し、
(A)は第1例を示す平面図、(B)は第2例を示す平
面である。
FIG. 4 shows a ceiling reinforcement structure according to a third embodiment,
(A) is a plan view showing a first example, and (B) is a plan view showing a second example.

【図5】図5は第4実施形態の天井補給構造を示す平面
図である。
FIG. 5 is a plan view showing a ceiling supply structure according to a fourth embodiment.

【図6】図6は第5実施形態のユニット建物のユニット
群とサブユニット群を示す平面図である。
FIG. 6 is a plan view showing a unit group and a sub-unit group of a unit building according to a fifth embodiment.

【図7】図7は第5実施形態の天井補強構造を示し、
(A)は第1例を示す平面図、(B)は第2例を示す平
面図である。
FIG. 7 shows a ceiling reinforcement structure of a fifth embodiment,
(A) is a plan view showing a first example, and (B) is a plan view showing a second example.

【符号の説明】[Explanation of symbols]

1 ユニット建物 14 水平ブレース 15 吹き抜け可能領域 20、30、40、50 ユニット群 21、22、31、32、41、42、51、52 並
列置き建物ユニット 23、33、43、53 渡り置き建物ユニット 23A、33A、33B、42B、43A、51B、5
3A 補強梁 60 サブユニット群 61、62 サブ並列置き建物ユニット 63 サブ渡り置き建物ユニット 63A 補強梁
Reference Signs List 1 unit building 14 horizontal brace 15 blow-through possible area 20, 30, 40, 50 unit group 21, 22, 31, 32, 41, 42, 51, 52 side-by-side building unit 23, 33, 43, 53 cross-over building unit 23A , 33A, 33B, 42B, 43A, 51B, 5
3A Reinforcement beam 60 Subunit group 61, 62 Sub-parallel-placed building unit 63 Sub-over-placed building unit 63A Reinforcement beam

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 2個の互いに並列配置されてそれらの辺
を同一直線上に揃えた並列置き建物ユニットと、2個の
並列置き建物ユニットの同一直線上に揃う2つの辺に沿
うように配置された渡り置き建物ユニットとからなるユ
ニット群を有するユニット建物において、 渡り置き建物ユニットの天井又は床部で、両並列置き建
物ユニットの境界線の延長線上に位置する部分に補強梁
を設け、2個の並列置き建物ユニットの各天井又は床面
の領域と、渡り置き建物ユニットの天井又は床面を補強
梁で区画した領域とからなる複数の領域のうち、平面視
で対角に位置する2つの領域をブレース補強し、残る領
域のうち少なくとも1つの領域をブレース補強しない吹
き抜け可能な領域とする、ユニット群の補強構造を備え
てなることを特徴とするユニット建物。
1. A side-by-side building unit which is arranged in parallel with each other and whose sides are aligned on the same straight line, and is arranged along two sides of the two side-by-side building units which are aligned on the same straight line. A unit building having a unit group consisting of a set-over building unit, a reinforcing beam is provided on a portion of the ceiling or floor of the transfer building unit which is located on an extension of a boundary between the two side-by-side building units. Of a plurality of areas including the ceiling or floor area of each of the parallel-placed building units and the area where the ceiling or floor of the crossover building unit is partitioned by reinforcing beams, two areas located diagonally in plan view A unit group reinforcement structure in which two areas are brace-reinforced and at least one of the remaining areas is a non-brace-reinforced area capable of blow-through. Building.
【請求項2】 前記渡り置き建物ユニットが両並列置き
建物ユニットの同一直線上に揃う2つの辺の合計長より
長尺をなすとき、渡り置き建物ユニットの天井又は床部
で、並列置き建物ユニットの外郭線の延長線上に位置す
る部分にも補強梁を設ける請求項1に記載のユニット建
物。
2. When the crossover building unit is longer than the total length of the two sides aligned on the same straight line of the two side-by-side building units, the ceiling or floor portion of the crossover building unit is used for the side-by-side building unit. The unit building according to claim 1, wherein a reinforcing beam is provided also in a portion located on an extension of the outline of the unit.
【請求項3】 前記両並列置き建物ユニットがそれらの
境界線に沿う辺の長さを互いに異にするとき、長尺の並
列置き建物ユニットの天井又は床部で、短尺の並列置き
建物ユニットの外郭線の延長線上に位置する部分にも補
強梁を設ける請求項1に記載のユニット建物。
3. When the length of the side-by-side building units is different from each other along the boundary, the ceiling or the floor of the long side-by-side building unit is used for the short side-by-side building unit. The unit building according to claim 1, wherein a reinforcing beam is provided also at a portion located on an extension of the outer line.
【請求項4】 前記渡り置き建物ユニットが両並列置き
建物ユニットの同一直線上に揃う2つの辺の合計長より
短尺をなすとき、並列置き建物ユニットの天井又は床部
で、渡り置き建物ユニットの外郭線の延長線上に位置す
る部分にも補強梁を設ける請求項1に記載のユニット建
物。
4. When the crossover building unit is shorter than the total length of the two sides aligned on the same straight line of the two side-by-side building units, the ceiling or floor of the side-by-side building unit has the crossover building unit. The unit building according to claim 1, wherein a reinforcing beam is provided also at a portion located on an extension of the outer line.
【請求項5】 前記ユニット群を構成する前記2個の並
列置き建物ユニットの一方の建物ユニットをサブ渡り置
き建物ユニットとし、このサブ渡り置き建物ユニットの
辺のうち、前記渡り置き建物ユニットが配置されていな
い辺に沿って、他の2個のサブ並列置き建物ユニットを
並べて配置し、これらのサブ渡り置き建物ユニットと両
サブ並列置き建物ユニットによりサブユニット群を構成
するとき、 サブユニット群についても前記ユニット群におけると同
じ補強構造を備えてなる請求項1〜4のいずれかに記載
のユニット建物。
5. One of the two side-by-side building units constituting the unit group is a sub-over-building unit, and the side-by-side building unit is arranged among the sides of the sub-over-building unit. When two other sub-parallel-placed building units are arranged side by side along the side that is not set, and these sub-transitional-building units and both sub-parallel-placed building units constitute a sub-unit group, The unit building according to any one of claims 1 to 4, further comprising the same reinforcing structure as in the unit group.
JP2001023609A 2001-01-31 2001-01-31 Unit building Expired - Fee Related JP4669615B2 (en)

Priority Applications (1)

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Application Number Priority Date Filing Date Title
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JP2002227306A true JP2002227306A (en) 2002-08-14
JP4669615B2 JP4669615B2 (en) 2011-04-13

Family

ID=18888876

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Application Number Title Priority Date Filing Date
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Country Link
JP (1) JP4669615B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009121087A (en) * 2007-11-13 2009-06-04 Toyota Motor Corp Prefabricated building
JP2013108228A (en) * 2011-11-17 2013-06-06 Sekisui Chem Co Ltd Ancillary structure and unit building
JP2017066624A (en) * 2015-09-28 2017-04-06 積水化学工業株式会社 Unit Building

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS603340A (en) * 1983-06-20 1985-01-09 株式会社クボタ Assembled enclosure of gradient roof hat in unit house
JPH09228484A (en) * 1996-02-26 1997-09-02 Asahi Chem Ind Co Ltd Unit house
JPH10306506A (en) * 1997-05-06 1998-11-17 Misawa Homes Co Ltd Building unit for connection and unit type building
JPH11124914A (en) * 1997-10-22 1999-05-11 Sekisui Chem Co Ltd Arranged structure of building unit
JP2000282581A (en) * 1999-03-31 2000-10-10 Misawa Homes Co Ltd Unit building

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS603340A (en) * 1983-06-20 1985-01-09 株式会社クボタ Assembled enclosure of gradient roof hat in unit house
JPH09228484A (en) * 1996-02-26 1997-09-02 Asahi Chem Ind Co Ltd Unit house
JPH10306506A (en) * 1997-05-06 1998-11-17 Misawa Homes Co Ltd Building unit for connection and unit type building
JPH11124914A (en) * 1997-10-22 1999-05-11 Sekisui Chem Co Ltd Arranged structure of building unit
JP2000282581A (en) * 1999-03-31 2000-10-10 Misawa Homes Co Ltd Unit building

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009121087A (en) * 2007-11-13 2009-06-04 Toyota Motor Corp Prefabricated building
JP2013108228A (en) * 2011-11-17 2013-06-06 Sekisui Chem Co Ltd Ancillary structure and unit building
JP2017066624A (en) * 2015-09-28 2017-04-06 積水化学工業株式会社 Unit Building

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