JP2539981B2 - Building unit - Google Patents

Building unit

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Publication number
JP2539981B2
JP2539981B2 JP4015558A JP1555892A JP2539981B2 JP 2539981 B2 JP2539981 B2 JP 2539981B2 JP 4015558 A JP4015558 A JP 4015558A JP 1555892 A JP1555892 A JP 1555892A JP 2539981 B2 JP2539981 B2 JP 2539981B2
Authority
JP
Japan
Prior art keywords
unit
building
columns
column
joined
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.)
Expired - Fee Related
Application number
JP4015558A
Other languages
Japanese (ja)
Other versions
JPH05209440A (en
Inventor
慎司 津田
賢 橋本
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes 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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP4015558A priority Critical patent/JP2539981B2/en
Publication of JPH05209440A publication Critical patent/JPH05209440A/en
Application granted granted Critical
Publication of JP2539981B2 publication Critical patent/JP2539981B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

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

【0001】[0001]

【産業上の利用分野】本発明は、ユニット式建物を構成
する建物ユニットに係り、特に玄関部分を構成する玄関
ユニット等に利用できる。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building unit which constitutes a unit type building, and is particularly applicable to an entrance unit which constitutes an entrance.

【0002】[0002]

【背景技術】ユニット式建物は、通常、図7に示すよう
に4本の柱2の上下端間を上梁3、下梁4で接続してボ
ックス状に形成された建物ユニット1を複数組み合わせ
ることで構成される。しかしながら、例えば建物の玄関
部分を構成するユニットとして、図8に示すように、あ
る側面の下梁4をその側面寸法よりも短く形成し、その
側面にある2本の柱2のうちの一方の柱2の下端のみに
接続し柱2の下端間における一部の下梁を無くした部
分(以下、この下梁が無い部分を開口部分という)を有
する建物ユニット90が用いられることがあった。
BACKGROUND ART Normally, a unit type building is constructed by combining a plurality of box-shaped building units 1 in which upper and lower ends of four columns 2 are connected by an upper beam 3 and a lower beam 4 as shown in FIG. It is composed of However, for example, as a unit that constitutes the entrance of a building, as shown in FIG. 8, a lower beam 4 on one side is formed to be shorter than its side dimension, and one of two pillars 2 on that side is formed. only connected to the lower end of the column 2, eliminating the part of the lower beam between the lower end of the column 2 parts
Minute (hereinafter, the part without this lower beam is called the opening part)
The building unit 90 to be used was sometimes used.

【0003】[0003]

【発明が解決しようとする課題】このような建物ユニッ
ト90では、開口部分が設けられた側面は下梁の一部が
無いため剛性が低下し、鉛直荷重によって上梁3が垂れ
下がるという問題が生じる虞れがあった。また、この開
口部分が設けられた側面に下梁4に合わせて外壁パネル
を設けた場合、パネルの上下は上梁3,下梁4に支持さ
れ、一側面は柱2に支持されるが、パネルの他側面には
支持材が無いため、強風等でパネルに力が加わると支持
材が無い部分が押されて変形するなどの問題が生じるこ
ともあった。
In such a building unit 90, since there is no part of the lower beam on the side surface provided with the opening portion, the rigidity is lowered, and there arises a problem that the upper beam 3 hangs down due to a vertical load. There was fear. Further, when an outer wall panel is provided on the side surface provided with this opening portion so as to match the lower beam 4, the upper and lower sides of the panel are supported by the upper beam 3 and the lower beam 4, and one side surface is supported by the pillar 2. Since there is no support material on the other side surface of the panel, when a force is applied to the panel by a strong wind or the like, a part without support material may be pressed and deformed.

【0004】このため、本出願人は、図9に示すよう
に、開口部分の下梁4の端部と上梁3との間に中間柱9
1を取付けて上梁3の垂れ下がり防止と外壁パネルの支
持とを行える建物ユニット95を創作した。
Therefore, the applicant of the present invention, as shown in FIG. 9, has an intermediate column 9 between the end of the lower beam 4 and the upper beam 3 in the opening.
A building unit 95 was created by attaching 1 to prevent hanging of the upper beam 3 and supporting outer wall panels.

【0005】ところで、図7,8に示す建物ユニット
1,90は、通常、生産性やコスト低減のために同じ材
質、大きさの柱2、梁3,4が用いられ、これらの柱2
や梁3,4を剛接合することで構成されており、また図
9に示す建物ユニット95も建物ユニット1,90と同
じ柱2,梁3,4を剛接合することで構成され、中間柱
91も梁3,4にそれぞれ剛接合されていた。
By the way, in the building units 1 and 90 shown in FIGS. 7 and 8, normally, the pillar 2 and the beams 3 and 4 of the same material and size are used for productivity and cost reduction.
And the beams 3 and 4 are rigidly joined together, and the building unit 95 shown in FIG. 9 is also constructed by rigidly joining the same columns 2, beams 3 and 4 as the building units 1 and 90, and the intermediate column 91 was also rigidly joined to the beams 3 and 4, respectively.

【0006】このような建物ユニット1を基礎上にアン
カーボルトを介してそれぞれ設置し、その上部に力Pを
加わえてその変位がδであったときの剛性をK=1とす
ると、建物ユニット95の剛性は中間柱91の位置に応
じてK=1.5 〜2程度の範囲で変化して建物ユニット1
よりも大きくなる。このため、建物ユニット1,95を
用いて図10に示すようにユニット式建物100を構成
すると、玄関部分の建物ユニット95のみが他の建物ユ
ニット1に比べて剛性が高くなるため、建物100に加
わる力が建物ユニット95に集中してしまい構造的に問
題となる。このため、他の建物ユニット1を補強して建
物ユニット95と同程度まで剛性を向上させるか、建物
ユニット95の柱2、梁3,4を建物ユニット1のもの
とは大きさ等の異なる別の柱や梁に変更してその剛性を
建物ユニット1と同程度まで下げなければならず、何れ
にしても建物ユニット1,95の組立が煩雑となって生
産性が悪いという問題があった。また、中間柱91を剛
接合する場合、その接合部分の構造が複雑となって接合
作業が煩雑になるという問題もあった。特に柱2に近接
して中間柱91を設け、この中間柱91を溶接により剛
接合する場合には、柱2が邪魔となって作業性が低下す
るという問題もあった。
If such building units 1 are installed on the foundation via anchor bolts respectively, and the rigidity is K = 1 when the displacement P is given by applying a force P to the upper part, the building unit 95 The rigidity of the building unit 1 varies depending on the position of the intermediate column 91 within a range of K = 1.5 to 2 or so.
Will be larger than. Therefore, if the unit type building 100 is configured using the building units 1 and 95 as shown in FIG. 10, only the building unit 95 at the entrance has higher rigidity than the other building units 1, so that the building 100 is The applied force concentrates on the building unit 95, which causes a structural problem. Therefore, the other building unit 1 is reinforced to improve the rigidity to the same extent as the building unit 95, or the pillars 2, the beams 3 and 4 of the building unit 95 are different from those of the building unit 1 in size and the like. However, the rigidity of the building units 1 and 95 has to be reduced to the same level as that of the building unit 1, and the assembly of the building units 1 and 95 is complicated, resulting in poor productivity. Further, when the intermediate column 91 is rigidly joined, there is a problem that the structure of the joined portion becomes complicated and the joining work becomes complicated. In particular, when the intermediate column 91 is provided close to the column 2 and the intermediate column 91 is rigidly joined by welding, there is a problem that the column 2 becomes an obstacle and the workability is deteriorated.

【0007】本発明の目的は、開口部分を備えていて
も、一般的な建物ユニットと組み合わせて建物を構成し
た場合に建物全体としての構造上の問題が発生すること
を防止でき、一般的な建物ユニットを補強したり、一般
的な建物ユニットと異なる柱や梁材を使用する必要がな
く、作業性も向上できる建物ユニットを提供することを
目的とする。
An object of the present invention is to prevent the occurrence of structural problems as a whole building when a building is constructed by combining it with a general building unit even if it is provided with an opening portion. It is an object of the present invention to provide a building unit that can improve workability without the need to reinforce the building unit or to use columns or beam materials different from general building units.

【0008】[0008]

【課題を解決するための手段】本発明の建物ユニット
は、ユニット式建物を構成する建物ユニットであって、
建物ユニットの少なくとも1つの側面が、2本の柱と、
これらの柱上端間を接続する上梁と、2本の柱間に配置
されてその上端が前記上梁にピン接合された中間柱と、
この中間柱の下端に一端がピン接合されるとともに前記
2本の柱のうちの一方の柱の下端に他端が接合された下
梁とを備えて構成され、前記中間柱は下梁が接合されて
いない他方の柱との間の寸法が中間柱が設けられたユニ
ット側面の幅寸法の略1/2以上となるように配置され
ていることを特徴とするものである。また、本発明の他
の建物ユニットは、ユニット式建物を構成する建物ユニ
ットであって、建物ユニットの少なくとも1つの側面
が、2本の柱と、これらの柱上端間を接続する上梁と、
2本の柱間に配置されてその上端が前記上梁にそれぞれ
ピン接合された2本の中間柱と、これらの各中間柱の下
端に一端がピン接合されるとともに前記2本の柱の各下
端に他端が接合された2本の下梁とを備えて構成され、
前記各中間柱は下梁が配置されていない中間柱間の寸法
が中間柱が設けられたユニット側面の幅寸法の略1/2
以上となるように配置されていることを特徴とするもの
でもよい。
A building unit of the present invention is a building unit constituting a unit type building,
At least one side of the building unit has two columns,
An upper beam connecting between the upper ends of these columns, and an intermediate column disposed between two columns and having their upper ends pin-joined to the upper beam,
The other end to the lower end of one of the pillars of the two pillars one end to the lower end of the intermediate pillar is a pin junction is constituted by a lower beam which are joined, said intermediate pillar junction lower beam Been
It is characterized in that it is arranged such that the dimension between the other column and the other column is approximately 1/2 or more of the width dimension of the side surface of the unit where the intermediate column is provided. In addition, other than the present invention
The building units of the
And at least one side of the building unit
However, two pillars and an upper beam connecting the upper ends of these pillars,
It is placed between two pillars, and the upper end of each pillar is
Two pin-jointed intermediate columns and below each of these intermediate columns
One end is pin-joined to the end and the bottom of each of the two pillars
And two lower beams having the other end joined to the end,
Each of the middle columns is the dimension between the middle columns without lower beams
Is approximately half the width of the side of the unit where the intermediate column is provided
Characterized by being arranged as described above
But it's okay.

【0009】[0009]

【作用】このような本発明の建物ユニットにおいては、
中間柱の上端および下端を上梁および下梁にそれぞれピ
ン接合し、この中間柱を下梁が接合されていない他方
の柱との間の寸法がユニット側面の幅寸法に対して略1
/2以上となるように配置したり、各柱間に2本の中間
柱を配置した場合には、下梁が配置されていない中間柱
間の寸法がユニット側面の幅寸法に対して略1/2以上
となるように各中間柱を配置しているので、建物ユニッ
トの剛性は、一般的な建物ユニットの剛性を1とすると
約1/2〜1程度に、つまり一般的な建物ユニットより
も小さくなるため、一般的な建物ユニットとともにユニ
ット式建物を構成した場合でも本発明の建物ユニットの
みに力が集中することがなく、ユニット式建物全体の構
造をバランスのよいものにできる。つまり、この建物ユ
ニットの剛性が1以下の場合、建物に加わる力はその低
下分の割合に応じて他の建物ユニットに加わることにな
るが、本発明の建物ユニットが玄関等に用いられるため
建物の中で1〜2個使用されるだけなのに対し、一般的
なボックス状の建物ユニットは多数使用されるため、建
物に加わった力はこれらの建物ユニットに分散され、1
つの建物ユニットに集中して加わることがない。このた
め、本発明の建物ユニットを一般的な建物ユニットと異
なる柱、梁で構成する必要がなく、柱や梁等の部材の種
類を増やす必要がないため、生産性が向上してコストも
低減する。また、他の一般的な建物ユニットを補強する
必要もないため、生産性がより向上して製造コストもよ
り低減する。
In the building unit of the present invention as described above,
Each pin-joining the upper and lower ends of the intermediate pillar to the upper beam and lower beam, the intermediate column, while the lower beam not bonded
The dimension between the column and the column is approximately 1 with respect to the width of the side of the unit.
/ 2 or more, or two intermediate between each pillar
If a column is placed, the middle column where the lower beam is not placed
The distance between them is approximately 1/2 or more of the width of the side of the unit
Since the intermediate columns are arranged so that the rigidity of the building unit is about 1/2 to 1 when the rigidity of the general building unit is 1, that is, it is smaller than that of the general building unit. Therefore, even when a unit-type building is configured with a general building unit, the force is not concentrated only on the building unit of the present invention, and the structure of the entire unit-type building can be well balanced. That is, when the rigidity of this building unit is 1 or less, the force applied to the building will be applied to other building units according to the ratio of the decrease, but since the building unit of the present invention is used for entrances, etc. Since only one or two of them are used in the building, the general box-shaped building units are used in large numbers, so the force applied to the building is distributed to these building units.
Do not concentrate on one building unit. Therefore, it is not necessary to configure the building unit of the present invention with columns and beams different from general building units, and it is not necessary to increase the types of members such as columns and beams, so productivity is improved and costs are also reduced. To do. Further, since it is not necessary to reinforce other general building units, productivity is further improved and manufacturing cost is further reduced.

【0010】また、中間柱は各梁にピン接合されるた
め、接合部分の構造が簡単となって接合作業が容易にな
り、柱2に近接して中間柱を設ける場合であっても作業
性が低下することはない。
Since the intermediate column is pin-joined to each beam, the structure of the joint portion is simplified and the joining work is facilitated. Even when the intermediate column is provided close to the column 2, workability is improved. Is never reduced.

【0011】[0011]

【実施例】以下、本発明の一実施例を図面に基づいて説
明する。図1には、本発明の建物ユニットの一実施例で
ある玄関ユニット10が示されている。玄関ユニット1
0は、その角部に4本の柱11〜14を備えているほ
か、短辺方向の側面に中間柱15が設けられている。
An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 shows an entrance unit 10 which is an example of the building unit of the present invention. Entrance unit 1
No. 0 has four columns 11 to 14 at its corners, and an intermediate column 15 is provided on the side surface in the short side direction.

【0012】柱11〜14の上端間には長辺上梁17、
短辺上梁18が掛け渡され、柱11,13間および柱1
2,14間には長辺下梁19がそれぞれ掛け渡されてい
る。また、柱13,14間と、柱11および中間柱15
間には短辺下梁20がそれぞれ掛け渡されている。な
お、長辺上梁17間および長辺下梁19間には、必要に
応じて短辺梁18,20に平行な複数の小梁、根太等が
設けられ、また天井部分には図示しない天井ブレースが
対角線状に設けられる。
Between the upper ends of the pillars 11-14, the long-side upper beam 17,
The short-side upper beam 18 is laid across the space between the pillars 11 and 13 and the pillar 1.
A long-side lower beam 19 is bridged between 2 and 14. In addition, between the pillars 13 and 14, and between the pillar 11 and the intermediate pillar 15
Short-side lower beams 20 are bridged in between. A plurality of small beams, joists and the like parallel to the short-side beams 18 and 20 are provided between the long-side upper beams 17 and the long-side lower beams 19 as needed, and the ceiling portion does not have a ceiling (not shown). Braces are provided diagonally.

【0013】図2には、玄関ユニット10の各柱11〜
15、梁17〜20の接合方法の模式図が示されてい
る。なお、図2において、丸印で示されている接合部分
はピン接合されている部分であり、その他の接合部分は
剛接合されている部分である。また、三角形の印で示さ
れている部分はアンカーボルトによる接合部分を示し、
このアンカーボルトの接合は力が加わると変形するため
ピン接合とみなされる。
In FIG. 2, each pillar 11 to 11 of the entrance unit 10 is shown.
15, a schematic diagram of a method of joining the beams 17 to 20 is shown. In addition, in FIG. 2, the joint portion indicated by a circle is a pin-joined portion, and the other joint portions are rigidly joined portions. In addition, the part indicated by the triangle mark shows the joint part by the anchor bolt,
The joint of the anchor bolt is considered to be a pin joint because it deforms when a force is applied.

【0014】図2に示すように、玄関ユニット10の中
間柱15の上端および短辺上梁18間の接合部と、中間
柱15の下端および短辺下梁20間の接合部は、それぞ
れピン接合とされているが、その他の柱11〜14およ
び梁17〜20の接合部は剛接合とされている。すなわ
ち、中間柱15の上端は、図3にも示すように、断面コ
字形のチャンネル材で構成される短辺上梁18のフラン
ジにボルト止めされてピン接合とされている。また、中
間柱15の下端は、断面コ字形のチャンネル材で構成さ
れる短辺下梁20が中間柱15から立設されたブラケッ
ト22にボルト止めされてピン接合とされている。ま
た、図2に示すように、中間柱15は中間柱15に接合
される下梁20の幅寸法が玄関ユニット10の短辺側の
側面の幅寸法に対して約1/4となる位置、つまり中間
柱15と下梁20が接合されていない柱12との間の下
梁が設けられていない部分(開口部分)の幅寸法が約3
/4となる位置に配置されている。
As shown in FIG. 2, the joint between the upper end of the intermediate column 15 and the upper beam 18 on the short side of the entrance unit 10 and the joint between the lower end of the intermediate column 15 and the lower beam 20 on the short side are respectively pinned. Although it is a joint, the joints of the other columns 11 to 14 and the beams 17 to 20 are rigid. That is, as shown in FIG. 3, the upper end of the intermediate column 15 is bolted to the flange of the upper beam 18 on the short side formed of a channel material having a U-shaped cross section to form a pin joint. In addition, the lower end of the intermediate column 15 is pin-joined by bolting a short side lower beam 20 composed of a channel material having a U-shaped cross section to a bracket 22 standing upright from the intermediate column 15. In addition, as shown in FIG. 2, in the intermediate column 15, the width dimension of the lower beam 20 joined to the intermediate column 15 is about 1/4 of the width dimension of the side surface on the short side of the entrance unit 10. That is, intermediate
Below the pillar 15 and the pillar 12 where the lower beam 20 is not joined
The width dimension of the part (opening part) where the beam is not provided is about 3
It is arranged at a position of / 4.

【0015】このような構成の玄関ユニット10は、図
10に示す従来のユニット式建物100と同様に一般的
な建物ユニット1とともに組み合わされてユニット式建
物を構成する。この際、中間柱15の上下両端をピン接
合とし、かつ開口部分の幅寸法がユニット10の短辺側
の側面の幅寸法の約3/4つまり1/2以上としている
ので、玄関ユニット10の剛性は一般的な建物ユニット
1に比べて1/2〜1となる。このため、玄関ユニット
10を含んでユニット式建物を構成した場合、玄関ユニ
ット10の剛性は他の建物ユニット1よりも小さいの
で、建物に風圧等で力が加わっても玄関ユニット10の
みに力が集中することなく、各建物ユニット1に分散し
て伝達される。
The entrance unit 10 having such a structure is combined with a general building unit 1 like the conventional unit type building 100 shown in FIG. 10 to form a unit type building. At this time, the upper and lower ends of the intermediate column 15 are joined by pins, and the width dimension of the opening portion is about 3/4 of the width dimension of the side surface on the short side of the unit 10, that is, 1/2 or more. The rigidity is 1/2 to 1 as compared with the general building unit 1. Therefore, when a unit-type building is configured to include the entrance unit 10, since the rigidity of the entrance unit 10 is smaller than that of the other building units 1, even if a force is applied to the building due to wind pressure or the like, only the entrance unit 10 has a force. It is distributed to each building unit 1 without being concentrated.

【0016】このような本実施例によれば、玄関ユニッ
ト10の中間柱15の上下両端をピン接合としているの
で、玄関ユニット10を建物ユニット1と同じ柱や梁で
構成した場合にその剛性を建物ユニット1の1/2〜1
程度にできて建物ユニット1よりも小さくできる。この
ため、玄関ユニット10と建物ユニット1とで構成した
ユニット式建物に力が加わっても、その力は玄関ユニッ
ト10のみに集中せずに各建物ユニット1に分散される
ため、構造的にバランスがよくて強固なユニット式建物
を構成することができる。
According to this embodiment, since the upper and lower ends of the intermediate pillar 15 of the entrance unit 10 are joined by pins, the rigidity of the entrance unit 10 when it is formed of the same pillars and beams as the building unit 1 is improved. Building unit 1 1/2 to 1
It can be made smaller and smaller than the building unit 1. Therefore, even if a force is applied to the unit-type building composed of the entrance unit 10 and the building unit 1, the force is not concentrated only on the entrance unit 10 but is distributed to each building unit 1, so that the structural balance is achieved. A good and strong unit building can be constructed.

【0017】また、従来のように、玄関ユニット10の
剛性が他の建物ユニット1よりも大きくならないため、
建物ユニット1を補強してその剛性を高めたり、玄関ユ
ニット10の柱11〜15や梁17〜20を他の建物ユ
ニット1と寸法等が違うもので構成して玄関ユニット1
0の剛性を建物ユニット1に合わせる必要がない。この
ため、玄関ユニット10や建物ユニット1を製造する作
業が容易となって生産性を向上できるとともに、部品種
類を少なくできて生産コストも低減できる。
Further, since the rigidity of the entrance unit 10 is not greater than that of the other building units 1 as in the conventional case,
The building unit 1 is reinforced to increase its rigidity, and the pillars 11 to 15 and the beams 17 to 20 of the entrance unit 10 are configured with those having different dimensions and the like from the other building units 1 to create the entrance unit 1.
It is not necessary to match the rigidity of 0 with the building unit 1. Therefore, the work of manufacturing the entrance unit 10 and the building unit 1 can be facilitated and the productivity can be improved, and the types of parts can be reduced and the production cost can be reduced.

【0018】さらに、中間柱15の上端は短辺上梁18
の途中に接合され、下端は短辺下梁20の端部に接合さ
れるが、この各接合部分をピン接合としているのでボル
ト等で容易に接合でき、中間柱15を剛接合する場合に
比べて接合構造や接合作業を簡単にできて生産性の向上
やコストの低減を図ることができる。特に、中間柱15
が柱11の近くに配置されるため、ボルト等で容易に接
合できる本実施例では溶接等で剛接合する場合に比べて
作業性を著しく向上できる。
Further, the upper end of the intermediate pillar 15 is an upper beam 18 on the short side.
The lower end is joined to the end of the short-side lower beam 20, but since each of these joints is a pin joint, it can be easily joined with a bolt or the like, compared to the case where the intermediate column 15 is rigidly joined. As a result, the joining structure and joining work can be simplified, and productivity can be improved and costs can be reduced. In particular, the intermediate pillar 15
Since it is arranged near the column 11, workability can be significantly improved in this embodiment, which can be easily joined by bolts or the like, as compared with the case of rigid joining by welding or the like.

【0019】また、中間柱15が設けられていることに
より、短辺上梁18に鉛直荷重が加わっても中間柱15
で支持することで上梁18の垂れ下がりを防止できる。
さらに、中間柱15が外壁パネルの支持材となるため、
外壁パネルの取付けが容易となり、かつ強風等で外壁パ
ネルに力が加わってもその力を中間柱15で支持できる
ので外壁パネルの変形や脱落等を防止できる。
Further, since the intermediate column 15 is provided, even if a vertical load is applied to the short-side upper beam 18, the intermediate column 15 is provided.
It is possible to prevent the upper beam 18 from hanging down by being supported by.
Furthermore, since the intermediate pillar 15 serves as a support material for the outer wall panel,
The outer wall panel can be easily attached, and even if a force is applied to the outer wall panel due to strong wind or the like, the force can be supported by the intermediate column 15, so that the outer wall panel can be prevented from being deformed or dropped.

【0020】なお、本発明は前述の実施例に限定される
ものではなく、本発明の目的を達成できる範囲での変
形、改良等は本発明に含まれるものである。例えば、前
記実施例の玄関ユニット10では、ユニットの短辺側の
側面に中間柱15を設けて下梁が無い開口部分を形成し
ていたが、ユニットの長辺側の側面に中間柱を設けて
梁が無い開口部分を形成してもよい。また、図4に示す
ように、ユニットの短辺側の側面および長辺側の側面に
それぞれ中間柱15,16を設けて両側面に下梁が無い
開口部分を形成した玄関ユニット30としてもよい。こ
の場合も各中間柱15,16の上下両端はそれぞれピン
接合とされているので前記実施例と同様の作用効果が得
られる。
It should be noted that the present invention is not limited to the above-described embodiments, and modifications, improvements, etc. within the scope of achieving the object of the present invention are included in the present invention. For example, in the entrance unit 10 of the above embodiment, the intermediate pillar 15 is provided on the side surface on the short side of the unit to form the opening portion without the lower beam, but the intermediate pillar is provided on the side surface on the long side of the unit. Below
You may form the opening part without a beam . In addition, as shown in FIG. 4, intermediate columns 15 and 16 are provided on the short side surface and the long side surface of the unit, respectively, and there is no lower beam on both side surfaces.
The entrance unit 30 having an opening may be used. In this case as well, since the upper and lower ends of each of the intermediate columns 15 and 16 are respectively pin-joined, the same effect as the above-described embodiment can be obtained.

【0021】また、玄関ユニット10ではユニットの側
面に1本の中間柱15を設けていたが、図5に示すよう
に、ユニットの側面両端の柱11,13の近傍に2本の
中間柱16を設け、各中間柱16の下端と柱11,13
の下端との間に下梁19を接合して玄関ユニット40を
構成してもよい。この玄関ユニット40においても、中
間柱16の上下両端はそれぞれピン接合とされているの
で、前記実施例と同様の作用効果が得られる。
Further, in the entrance unit 10, one intermediate pillar 15 is provided on the side surface of the unit, but as shown in FIG. 5, two intermediate pillars 16 are provided in the vicinity of the pillars 11 and 13 on both side surfaces of the unit. , The lower end of each intermediate pillar 16 and the pillars 11 and 13
The lower beam 19 may be joined to the lower end of the entrance unit 40 to form the entrance unit 40. Also in this entrance unit 40, since the upper and lower ends of the intermediate column 16 are respectively joined by pins, the same operation and effect as in the above embodiment can be obtained.

【0022】さらに、本発明は、図6に示すように、ユ
ニットの短辺側の側面に1本の中間柱15を設け、長辺
側の側面に2本の中間柱16を設けて両側面にそれぞれ
開口部分を形成して玄関ユニット50を構成してもよ
く、中間柱15,16の配置箇所や配置数は実施にあた
って適宜設定すればよい。要するに、中間柱15,16
は、ユニットの長辺側あるいは短辺側のいずれの側面に
設けられる場合であっても、下梁が設けられない開口部
つまり中間柱15,16とこの中間柱15,16に対
して下梁19,20で接続されていない柱11〜14や
他の中間柱15,16と間の幅寸法がその中間柱15,
16が設けられる側面の幅寸法の略1/2以上となるよ
うな位置に配置されていればよく、具体的な配置位置は
プラニング等に応じて適宜設定すればよい。
Further, according to the present invention, as shown in FIG. 6, one intermediate pillar 15 is provided on the side surface on the short side of the unit, and two intermediate pillars 16 are provided on the side surface on the long side. The entrance unit 50 may be configured by forming an opening in each of them , and the location and the number of the intermediate columns 15 and 16 may be set as appropriate for implementation. In short, the intermediate pillars 15 and 16
Irrespective of whether it is provided on the side of the long side or the side of the short side of the unit, the opening portion where the lower beam is not provided, that is, the intermediate columns 15 and 16 and the intermediate columns 15 and 16 are opposed to each other.
And the pillars 11 to 14, which are not connected by the lower beams 19 and 20,
Other intermediate pillars 15, 16 and width dimension intermediate pillar 15 between,
It may be arranged at a position that is approximately 1/2 or more of the width dimension of the side surface on which the 16 is provided, and the specific arrangement position may be appropriately set according to the planning or the like.

【0023】また、前記実施例の玄関ユニット10で
は、中間柱15をボルト止めによってピン接合としてい
たが、例えば下梁20のウェブ部分のみを中間柱15に
溶接するなどで溶接によってピン接合としてもよい。
Further, in the entrance unit 10 of the above-mentioned embodiment, the intermediate column 15 is pin-joined by bolting. However, for example, only the web portion of the lower beam 20 is welded to the intermediate column 15 and may be pin-joined by welding. Good.

【0024】さらに、本発明の建物ユニットを輸送する
場合には、開口部の開き等を防止するために下梁が無い
部分に梁と同様の形状とされた輸送治具を取付けて輸送
してもよい。また、本発明の建物ユニットを玄関ユニッ
トとして利用する場合等には、各柱11〜16の下端等
に箱型の金物などを取付けて背の高い、いわゆる階高な
ユニットとして利用してもよい。さらに、本発明の建物
ユニットは玄関ユニットに限らず、建物内の吹き抜け部
分や階段部分を構成する建物ユニット等にも利用でき、
要するに下梁の一部を無くした様々な建物ユニットに用
いることができる。
Further, when the building unit of the present invention is transported, a transportation jig having the same shape as the beam is attached to a portion without the lower beam to prevent the opening of the building from being transported. Good. Further, when the building unit of the present invention is used as an entrance unit, a box-shaped metal fitting may be attached to the lower ends of the columns 11 to 16 and used as a tall, so-called floor unit. . Furthermore, the building unit of the present invention is not limited to the entrance unit, and can be used for a building unit or the like that constitutes a stairwell portion or a stairwell in the building,
In short, it can be used for various building units without some of the lower beams.

【0025】[0025]

【発明の効果】以上に説明したように、本発明の建物ユ
ニットによれば、開口部分を備えていても、一般的な建
物ユニットと組み合わせて建物を構成した場合に建物全
体としての構造上の問題が発生することがなく、このた
め一般的な建物ユニットを補強したり、一般的な建物ユ
ニットと異なる柱や梁材を使用して構成する必要がな
く、生産性の向上やコストの低減を図ることができると
ともに、中間柱の取付けを作業性良く行えるという効果
がある。
As described above, according to the building unit of the present invention, even when the building unit is provided with an opening portion, when the building is constructed by combining it with a general building unit, the structure of the entire building is improved. There are no problems, which means that you do not have to reinforce common building units or construct them using columns and beams that are different from common building units, increasing productivity and reducing costs. In addition to being able to plan, there is an effect that the intermediate pillar can be attached with good workability.

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

【図1】本発明の一実施例である玄関ユニットの構造を
示す斜視図である。
FIG. 1 is a perspective view showing a structure of an entrance unit which is an embodiment of the present invention.

【図2】前記実施例の玄関ユニットの構造を示す模式図
である。
FIG. 2 is a schematic view showing the structure of an entrance unit of the above embodiment.

【図3】前記実施例の玄関ユニットの中間柱の接合部分
を示す斜視図である。
FIG. 3 is a perspective view showing a joint portion of an intermediate pillar of the entrance unit of the embodiment.

【図4】本発明の第1の変形例の構造を示す斜視図であ
る。
FIG. 4 is a perspective view showing a structure of a first modified example of the present invention.

【図5】本発明の第2の変形例の構造を示す斜視図であ
る。
FIG. 5 is a perspective view showing a structure of a second modified example of the present invention.

【図6】本発明の第3の変形例の構造を示す斜視図であ
る。
FIG. 6 is a perspective view showing a structure of a third modified example of the present invention.

【図7】本発明の従来例の一般的な建物ユニットの構造
を示す概略斜視図である。
FIG. 7 is a schematic perspective view showing the structure of a general building unit of a conventional example of the present invention.

【図8】本発明の従来例の玄関ユニットの構造を示す概
略斜視図である。
FIG. 8 is a schematic perspective view showing the structure of an entrance unit of a conventional example of the present invention.

【図9】本出願人が創作した玄関ユニットの構造を示す
概略斜視図である。
FIG. 9 is a schematic perspective view showing the structure of an entrance unit created by the applicant.

【図10】本発明の従来例の建物ユニットと図9に示す玄
関ユニットとで構成されるユニット式建物を示す概略斜
視図である。
[Fig. 10] Fig. 10 is a schematic perspective view showing a unit-type building composed of a conventional building unit of the present invention and an entrance unit shown in Fig. 9.

【符号の説明】[Explanation of symbols]

10,30,40,50 玄関ユニット 11〜14 柱 15,16 中間柱 17〜20 梁 10,30,40,50 Entrance unit 11-14 Pillar 15,16 Intermediate pillar 17-20 Beam

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 ユニット式建物を構成する建物ユニット
であって、建物ユニットの少なくとも1つの側面が、2
本の柱と、これらの柱上端間を接続する上梁と、2本の
柱間に配置されてその上端が前記上梁にピン接合された
中間柱と、この中間柱の下端に一端がピン接合されると
ともに前記2本の柱のうちの一方の柱の下端に他端が
合された下梁とを備えて構成され、前記中間柱は下梁が
接合されていない他方の柱との間の寸法が中間柱が設け
られたユニット側面の幅寸法の略1/2以上となるよう
に配置されていることを特徴とする建物ユニット。
1. A building unit constituting a unit-type building, wherein at least one side surface of the building unit is 2
Columns, an upper beam connecting upper ends of these columns, an intermediate column arranged between the two columns and having its upper end pin-joined to the upper beam, and one end of the intermediate column is pinned to the lower end. And a lower beam having the other end joined to the lower end of one of the two columns, the intermediate column having the lower beam.
A building unit, which is arranged such that a dimension between the other column which is not joined is about half or more of a width dimension of a side surface of the unit where the intermediate column is provided.
【請求項2】 ユニット式建物を構成する建物ユニット2. A building unit constituting a unit-type building
であって、建物ユニットの少なくとも1つの側面が、2And at least one side of the building unit is 2
本の柱と、これらの柱上端間を接続する上梁と、2本のA column of books, an upper beam connecting the upper ends of these columns, and two
柱間に配置されてその上端が前記上梁にそれぞれピン接It is placed between pillars, and its upper end is in pin contact with the upper beam.
合された2本の中間柱と、これらの各中間柱の下端に一The two interlocking pillars and the bottom end of each of these pillars.
端がピン接合されるとともに前記2本の柱の各下端に他The ends are pin-joined and the other ends of the two posts are
端が接合された2本の下梁とを備えて構成され、前記各And two lower beams whose ends are joined to each other.
中間柱は下梁が配置されていない中間柱間の寸法が中間Intermediate columns do not have lower beams. Intermediate columns have intermediate dimensions.
柱が設けられたユニット側面の幅寸法の略1/2以上とApproximately 1/2 or more of the width of the side surface of the unit where the pillar is provided
なるように配置されていることを特徴とする建物ユニッThe building unit is characterized in that
ト。To.
JP4015558A 1992-01-30 1992-01-30 Building unit Expired - Fee Related JP2539981B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4015558A JP2539981B2 (en) 1992-01-30 1992-01-30 Building unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4015558A JP2539981B2 (en) 1992-01-30 1992-01-30 Building unit

Publications (2)

Publication Number Publication Date
JPH05209440A JPH05209440A (en) 1993-08-20
JP2539981B2 true JP2539981B2 (en) 1996-10-02

Family

ID=11892096

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4015558A Expired - Fee Related JP2539981B2 (en) 1992-01-30 1992-01-30 Building unit

Country Status (1)

Country Link
JP (1) JP2539981B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5166799B2 (en) * 2007-09-06 2013-03-21 積水化学工業株式会社 Installation structure and building of reinforced column in column beam structure

Also Published As

Publication number Publication date
JPH05209440A (en) 1993-08-20

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