JPH05209440A - Building equipment - Google Patents

Building equipment

Info

Publication number
JPH05209440A
JPH05209440A JP4015558A JP1555892A JPH05209440A JP H05209440 A JPH05209440 A JP H05209440A JP 4015558 A JP4015558 A JP 4015558A JP 1555892 A JP1555892 A JP 1555892A JP H05209440 A JPH05209440 A JP H05209440A
Authority
JP
Japan
Prior art keywords
unit
building
intermediate column
entrance
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
JP4015558A
Other languages
Japanese (ja)
Other versions
JP2539981B2 (en
Inventor
Shinji Tsuda
慎司 津田
Masaru Hashimoto
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

Links

Abstract

PURPOSE:To enable the whole body of a building to be composed to be well balanced by connecting the upper and lower ends of an intermediate column to be set on the side surface of a vestibule unit, respectively to beams with pins, and by setting a ratio of the size of an opening section to the width of the side surface to a specified value or more. CONSTITUTION:Both the upper and lower ends of an intermediate column 15 to be set on the side surface of a vestibule unit 10 are jointed respectively to an upper beam 18 and a lower beam 20 with pins. In this case, the intermediate column 15 is set so that the dimension of an opening section is about 1/2 the width dimension of the side surface of the unit 10 or more. Accordingly, the rigidity of the unit 10 is made less than that of a general building unit, and so even when a unit type building is composed together with the general building unit, a force can be prevented from being concentrated on the unit 10. Accordingly, it is no longer required that the general building unit is reinforced and that any change be made to the material of columns 11-14 and beams 17-20.

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
接続して柱2間の一部の下梁を無くして開口部分とした
建物ユニット90が用いられることがあった。
BACKGROUND ART In a unit type building, as shown in FIG. 7, usually, a plurality of box-shaped building units 1 are combined by connecting upper and lower ends of four columns 2 with an upper beam 3 and a lower beam 4. 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. The building unit 90 connected to only the lower ends of the pillars 2 and having a lower beam between the pillars 2 as an opening part 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 where the opening is provided, the rigidity is lowered, and the upper beam 3 hangs down due to the vertical load. There was fear. Further, when an outer wall panel is provided on the side surface provided with the 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 due to strong wind or the like, there may be a problem that a portion without the support material is pushed 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 of the opening.
A building unit 95 was created by attaching 1 to prevent hanging of the upper beam 3 and supporting the outer wall panel.

【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, the building units 1 and 90 shown in FIGS. 7 and 8 usually use a pillar 2 and beams 3 and 4 of the same material and size 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 intermediate columns. 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 changes in the range of K = 1.5 to 2 according to the position of the intermediate column 91.
Will be larger than. Therefore, when 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 a 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, 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 must be reduced to the same level as that of the building unit 1, and in any case, the assembly of the building units 1 and 95 becomes 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. An object of the present invention is to provide a building unit that can improve workability without the need to reinforce the building unit or to use columns or beam members 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無い開口部分の幅寸法が
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。
The 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,
And a lower beam which is pin-joined to the lower end of the intermediate column and is joined to the lower ends of one of the two columns, the intermediate column being the width dimension of the opening portion without the lower beam. Is arranged so as to be approximately ½ or more of the width dimension of the side surface of the unit on which the intermediate column is provided.

【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ない開口部分の幅寸法が
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,
The upper and lower ends of the intermediate column are pin-bonded to the upper beam and the lower beam, respectively, and the intermediate column is arranged so that the width dimension of the opening without the lower beam is approximately 1/2 or more of the width dimension of the unit side surface. Therefore, the rigidity of the building unit is about 1/2 to 1 when the rigidity of a general building unit is 1.
That is, since it is smaller than a general building unit, 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 is balanced. It can be good. That is, if 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 the entrance, etc. In general, only one or two building units are used in a box, but many general box-shaped building units are used. Therefore, the force applied to the building is distributed to these building units and concentrated in one building unit. Will not be added. 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 cost is 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。
Further, since the intermediate column is pin-joined to each beam, the structure of the joined 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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS 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 a building unit of the present invention. Entrance unit 1
0 has four pillars 11 to 14 at its corners, and an intermediate pillar 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 to 14, the long side upper beam 17,
The short-side upper beam 18 is laid across the columns 11, 13 and between the columns 1 and 13.
A long-side lower beam 19 is bridged between 2 and 14. Further, between the pillars 13 and 14, and between the pillar 11 and the intermediate pillar 15
Short-side lower beams 20 are bridged between them. 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 has 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 portions indicated by circles are the portions that are pin-joined, and the other joint portions are the portions that are rigidly joined. Also, the part indicated by the triangle mark shows the joint part by the anchor bolt,
The joining of the anchor bolt is regarded as a pin joining because it is deformed 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. The columns 11 to 14 and the beams 17 to 20 are rigidly joined. 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 composed of a channel material having a U-shaped cross section to form a pin joint. Further, 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 ¼ of the width dimension of the side surface on the short side of the entrance unit 10, That is, the width of the opening is about 3/4.

【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. 1/2 to 1 of building unit 1
It can be made smaller and smaller than the building unit 1. Therefore, even if a force is applied to a 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 type 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 does not become larger than that of the other building units 1 as in the conventional case,
The building unit 1 is reinforced to increase its rigidity, or 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. For this reason, 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 column 15 has 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 by bolts or the like, and compared with 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を設けて開口部を形成していたが、ユ
ニットの長辺側の側面に中間柱を設けて開口部を形成し
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
を設けて両側面に開口部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-mentioned 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-described embodiment, the intermediate column 15 is provided on the side surface on the short side of the unit to form the opening, but the intermediate column is provided on the side surface of the long side of the unit to form the opening. It may be formed. In addition, as shown in FIG. 4, the intermediate columns 15 and 16 are respectively provided on the short side surface and the long side surface of the unit.
It is also possible to provide the entrance unit 30 in which both sides are provided with openings. 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 that of the above 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。
In the entrance unit 10, one intermediate pillar 15 is provided on the side surface of the unit. However, 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. May be provided to configure the entrance unit 40. Also in this entrance unit 40, since the upper and lower ends of the intermediate column 16 are pin-joined, the same operation and effect as in the above-described 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分の
幅寸法がその開口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 formed by forming openings in each of the
The location and the number of the intermediate columns 15 and 16 may be set appropriately for implementation. In short, the intermediate pillars 15 and 16 are
Whether it is provided on the side of the long side or the side of the short side of the unit, the width dimension of the opening portion where the lower beam is not provided is approximately ½ of the width dimension of the side surface where the opening is provided.
It may be arranged at the positions described above, 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 may be 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, etc., a box-shaped metal object 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 part or a stairwell part 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 if 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 a 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 a 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 Pillars 15,16 Intermediate pillar 17-20 Beam

Claims (1)

【特許請求の範囲】[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無い開口部分
の幅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
A column of books, an upper beam connecting the 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 a lower column of this intermediate column pin-joined And a lower beam joined to a lower end of one of the two columns, and the intermediate column has a width dimension of an opening portion without the lower beam, and a unit side surface provided with the intermediate column. The building unit is arranged so as to have a width dimension of about 1/2 or more.
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 true JPH05209440A (en) 1993-08-20
JP2539981B2 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)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009062719A (en) * 2007-09-06 2009-03-26 Sekisui Chem Co Ltd Installation structure of reinforcing column in column and beam frame and building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009062719A (en) * 2007-09-06 2009-03-26 Sekisui Chem Co Ltd Installation structure of reinforcing column in column and beam frame and building

Also Published As

Publication number Publication date
JP2539981B2 (en) 1996-10-02

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