JPH06248707A - Frame structure of building unit - Google Patents
Frame structure of building unitInfo
- Publication number
- JPH06248707A JPH06248707A JP3368293A JP3368293A JPH06248707A JP H06248707 A JPH06248707 A JP H06248707A JP 3368293 A JP3368293 A JP 3368293A JP 3368293 A JP3368293 A JP 3368293A JP H06248707 A JPH06248707 A JP H06248707A
- Authority
- JP
- Japan
- Prior art keywords
- pillars
- short
- horizontal
- columns
- beams
- 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
Links
- 238000003466 welding Methods 0.000 abstract description 11
- 230000008878 coupling Effects 0.000 description 14
- 238000010168 coupling process Methods 0.000 description 14
- 238000005859 coupling reaction Methods 0.000 description 14
- 238000005304 joining Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 238000010626 work up procedure Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は建物ユニットの骨組み構
造に係り、特に住宅等の建物を建てる際に利用できる。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a skeleton structure of a building unit, and can be used particularly when building a building such as a house.
【0002】[0002]
【背景技術】近年、予め工場で生産された建物ユニット
を建築現場に運び、そこで複数の建物ユニットを組み合
わせて建てる住宅等のユニット式建物が増えている。予
め工場で生産される建物ユニット80は、図9に示すよう
に、四隅に垂直に立てられた4本の柱2と、これらの柱
2の上端間を結合する長辺梁4および短辺梁5からなる
上梁6と、柱2の下端間を結合する長辺梁3Aおよび短辺
梁3Bからなる下梁3とを有する骨組み81を備え、この骨
組み81に、天井材や床材および内壁や外壁等を取り付け
て、全体として直方体形状に製造されている。BACKGROUND ART In recent years, unit-type buildings such as houses in which building units produced in advance in a factory are transported to a construction site and a plurality of building units are combined therein to be built therein are increasing. As shown in FIG. 9, a building unit 80 manufactured in a factory in advance has four pillars 2 standing vertically at four corners, and long-side beams 4 and short-side beams connecting the upper ends of these pillars 2 with each other. A frame 81 having an upper beam 6 made of 5 and a lower beam 3 made of a long side beam 3A and a short side beam 3B connecting the lower ends of the columns 2 is provided, and the frame 81 has a ceiling material, a floor material and an inner wall. It is manufactured in the shape of a rectangular parallelepiped as a whole by attaching the outer wall and the like.
【0003】しかし、このような建物ユニットを複数個
組み合わせても、それぞれの建物ユニットが直方体形状
なので、できあがったユニット式建物全体も角張ったも
のとなり、外観が単調になるという問題があった。この
問題を解決するために示された技術として、実公平4−
52325号公報が挙げられる。However, even if a plurality of such building units are combined, since each building unit has a rectangular parallelepiped shape, the entire unit-type building that is completed is also angular and the appearance is monotonous. As a technique shown to solve this problem, the actual fair 4-
No. 52325 is cited.
【0004】この公報に示されたラーメンユニットの構
造は、図10に示すように、垂直に配置された4本の柱91
を、短い2本の柱91A,91A と、長い2本の柱91B,91B と
で構成し、これら4本の柱91の下端間同士を4本の下梁
92で結合するとともに、短い柱91A,91A および長い柱91
B,91B の上端間同士をそれぞれ上梁93で結合し、これら
の上梁93と同一長さの中間梁94を、長い柱91B,91B の高
さ位置、かつ、各柱91A,91A と91B,91B との間に設け、
長い柱91B,91B の両端と中間梁94の両端とを水平梁95で
結合し、さらに短い柱91A,91A の両端と中間梁94の両端
とを傾斜梁96で結合して、この間を傾斜部としてある。
つまり、ラーメンユニット90の側面が五角形状となって
いる。そして、このような側面五角形状のラーメンユニ
ット90と、通常の直方体形状のラーメンユニットとを組
み合わせることで、外観に変化を持たせたユニット式建
物を得ようとするものである。The structure of the ramen unit shown in this publication is, as shown in FIG. 10, four pillars 91 arranged vertically.
Is composed of two short pillars 91A and 91A and two long pillars 91B and 91B, and four lower beams are provided between the lower ends of these four pillars 91.
Short columns 91A, 91A and long columns 91 combined at 92
The upper beams 93 are connected between the upper ends of B and 91B, and the intermediate beams 94 of the same length as the upper beams 93 are connected to the positions of the long columns 91B and 91B at the height positions of the columns 91A, 91A and 91B. , 91B,
Both ends of the long columns 91B, 91B and both ends of the intermediate beam 94 are connected by horizontal beams 95, and both ends of the shorter columns 91A, 91A and both ends of the intermediate beam 94 are connected by inclined beams 96, and an inclined portion is provided between them. There is.
That is, the side surface of the ramen unit 90 has a pentagonal shape. Then, by combining such a side-pointed pentagonal-shaped ramen unit 90 and an ordinary rectangular parallelepiped-shaped ramen unit, it is intended to obtain a unit-type building having a changed appearance.
【0005】[0005]
【発明が解決しようとする課題】しかし、前述のラーメ
ンユニットでは、水平梁95と傾斜梁96との交点部に中間
梁94を設けてあるが、そのためには、まず、水平梁95と
傾斜梁96とを溶接によって結合した後、そのままでは溶
接部が支障となって中間梁94を取り付けにくいので、溶
接部を平滑に仕上げなければならない。そして、その後
に中間梁94を取り付けなければならないので、交点部が
複雑になるとともに、そこに至るまでの作業が面倒であ
り、かつ、時間がかかるものとなっていた。However, in the above-mentioned ramen unit, the intermediate beam 94 is provided at the intersection of the horizontal beam 95 and the inclined beam 96. For that purpose, first, the horizontal beam 95 and the inclined beam 96 are provided. After 96 and 96 are joined by welding, the welded portion will not work as it is and the intermediate beam 94 will be difficult to attach. Therefore, the welded portion must be finished smoothly. Since the intermediate beam 94 must be attached after that, the intersection becomes complicated, and the work up to that point is troublesome and time-consuming.
【0006】また、水平梁95と傾斜梁96との溶接部の平
滑仕上げ作業では、仕上げる部分の平面度を出しにく
く、従って、対向する傾斜梁96等間にわたって中間梁94
を精度よく取付けにくいという問題もあった。Further, in the smooth finishing work of the welded portion of the horizontal beam 95 and the slanted beam 96, it is difficult to obtain the flatness of the portion to be finished.
There was also a problem that it was difficult to install the with high accuracy.
【0007】ここに、本発明の目的は、中間梁の取付け
が容易、かつ、精度よくできる建物ユニットの骨組み構
造を提供することにある。An object of the present invention is to provide a skeleton structure for a building unit in which an intermediate beam can be attached easily and accurately.
【0008】[0008]
【課題を解決するための手段】そこで本発明は、四隅に
垂直に立てられた4本の柱およびこれらの柱の上下端間
をそれぞれ連結する上下梁とを備えた建物ユニットの骨
組み構造において、前記4本の柱のうち2本の柱の長さ
をこれら2本の柱に対向する他の2本の柱の長さよりも
短くするとともに、長さの長い2本の柱の上端部と長さ
の短い2本の柱の上端部とをそれぞれ連結する2本の上
梁を、それぞれ長さの長い2本の柱の上端部から前記下
梁と平行かつ長さの短い2本の柱側に延びる水平部と、
この水平部の端部から長さの短い2本の柱の上端に至る
傾斜部とで形成し、前記水平部と傾斜部との交点から前
記長さの長い2本の柱側または長さの短い2本の柱側へ
所定距離離れた位置に、中間梁を前記2本の上梁の水平
部または傾斜部にわたりかつその2本の上梁に直行させ
て設けた建物ユニットの骨組み構造としたものである。SUMMARY OF THE INVENTION Therefore, the present invention provides a frame structure of a building unit, which comprises four columns vertically erected at four corners and upper and lower beams connecting the upper and lower ends of these columns, respectively. Of the four pillars, the length of two pillars is made shorter than the length of the other two pillars facing these two pillars, and the length of the two pillars having a longer length is longer than that of the two pillars. Two upper beams that respectively connect the upper ends of the two shorter columns to the two shorter columns that are parallel to the lower beam from the upper ends of the two longer columns. A horizontal part that extends to
It is formed by an inclined portion extending from the end of this horizontal portion to the upper ends of two pillars having a short length, and from the intersection of the horizontal portion and the inclined portion, the side of the two pillars having a longer length or the length A frame structure of a building unit in which an intermediate beam is provided at a predetermined distance to the side of two short columns across the horizontal portion or inclined portion of the two upper beams and directly to the two upper beams. It is a thing.
【0009】[0009]
【作用】このような本発明では、長さの短い2本の柱と
長さの長い2本の柱との下端間が、下梁で結合されると
ともに、上端間が上梁で結合される。この際、平行な2
本の上梁は水平部と傾斜部とで形成されているので、組
上がった建物ユニットの骨組み構造は、側面視略台形状
の五角形となる。そして、このような五角形の建物ユニ
ットの骨組みの水平部または傾斜部の、交点から所定距
離離れた位置に中間梁が取付けられている。中間梁は、
水平部と傾斜部との交点から所定距離離れた位置に取付
けられるので、交点に溶接で取付けるより楽に作業がで
き、これにより、前記目的が達成される。According to the present invention, the lower beams of the two short columns and the two long columns are connected by the lower beam, and the upper ends are connected by the upper beam. . At this time, parallel 2
Since the upper beam of the book is formed of the horizontal portion and the inclined portion, the frame structure of the assembled building unit is a pentagon with a substantially trapezoidal shape in side view. An intermediate beam is attached to the horizontal portion or the inclined portion of the frame of such a pentagonal building unit at a position separated from the intersection by a predetermined distance. The middle beam is
Since it is mounted at a position apart from the intersection of the horizontal portion and the inclined portion by a predetermined distance, the work can be performed more easily than the welding at the intersection, and the above-mentioned object is achieved.
【0010】[0010]
【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1〜5には、本実施例にかかる建物ユニット
の骨組み構造の全体と要部とが示されている。なお、図
9の建物ユニット80で説明した部材と同一部材について
は、同一符号を付けるとともに、その説明を省略または
簡略化する。図1に示すように、建物ユニットの骨組み
構造1は、平面視矩形の四隅に垂直に立てられた4本の
柱2を備え、そのうち2本の柱2A,2Aの長さは同一長さ
に形成され、その長さは、これら2本の柱2A,2Aに対向
し、かつ、同一長さに形成された他の2本の柱2B,2Bの
長さよりも短くなっている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. 1 to 5 show the entire frame structure of a building unit according to the present embodiment and its main parts. The same members as the members described in the building unit 80 of FIG. 9 are designated by the same reference numerals, and the description thereof will be omitted or simplified. As shown in FIG. 1, the frame structure 1 of the building unit is provided with four columns 2 which are vertically set up at the four corners of a rectangle in a plan view, and two columns 2A, 2A have the same length. It is formed, and its length is shorter than the length of the other two pillars 2B, 2B which face these two pillars 2A, 2A and are formed to the same length.
【0011】このような4本の柱2の下端部間は、溝型
形状の長辺梁3Aおよび短辺梁3Bからなる下梁3によって
結合されており、また、上端部間は、溝型形状の長辺梁
4および短辺梁5からなる上梁6によって結合されてい
る。そして、長さの短い2本の柱(以下、短柱という)
2A,2Aと短辺梁3Bおよび短辺梁5で妻側パネル50が形成
され、長さの長い2本の柱(以下、長柱という)2B,2B
と短辺梁3Bおよび短辺梁5で、前記妻側パネル50より一
回り大きな妻側パネル51が形成されている。The lower ends of the four pillars 2 are connected by a lower beam 3 consisting of a groove-shaped long-side beam 3A and a short-side beam 3B, and the upper ends are groove-shaped. They are connected by an upper beam 6 composed of a long-sided beam 4 and a short-sided beam 5 having a shape. And two short pillars (hereinafter referred to as short pillars)
2A, 2A, short-sided beam 3B, and short-sided beam 5 form a gable side panel 50, and two long columns (hereinafter referred to as long columns) 2B, 2B
The short side beam 3B and the short side beam 5 form a gable side panel 51 which is slightly larger than the gable side panel 50.
【0012】各妻側パネル50,51の上端部とをそれぞれ
連結する2本の長辺梁4,4は、それぞれ長柱2B,2Bの
上端部から、前記下梁3の長辺梁3Aと平行、かつ、短柱
2A,2A側に延びる水平部4Aと、この水平部4Aの端部から
短柱2A,2Aの上端部に至る傾斜部4Bとで形成されてい
る。つまり、この上梁6を構成する長辺梁4,4は、側
面視(骨組み構造1の長手方向に直交する方向、図1中
A矢視)で、略への字形状とされている。The two long-side beams 4 and 4 which connect the upper ends of the gable-side panels 50 and 51, respectively, are connected to the long-side beams 3A of the lower beam 3 from the upper ends of the long columns 2B and 2B, respectively. Parallel and short columns
It is formed by a horizontal portion 4A extending to the 2A, 2A side and an inclined portion 4B extending from the end of the horizontal portion 4A to the upper ends of the short columns 2A, 2A. That is, the long-side beams 4 and 4 forming the upper beam 6 are formed in a substantially V shape in a side view (a direction orthogonal to the longitudinal direction of the skeleton structure 1, as viewed in the direction of arrow A in FIG. 1).
【0013】前記水平部4Aは、図2に示すように、水平
部4A側と傾斜部4B側とを結合する結合位置P1 から長柱
2B,2Bの上端両端部までの長さに形成された水平梁40A
と、傾斜部4Bを構成する傾斜梁40B の先端部に結合プレ
ート10を介して水平に設けられ、水平部と傾斜部との交
点Pから結合位置P1 に至る水平突出梁40C とで構成さ
れている。As shown in FIG. 2, the horizontal portion 4A is slidable from a connecting position P1 for connecting the horizontal portion 4A side and the inclined portion 4B side.
Horizontal beam 40A formed to the length of both upper ends of 2B and 2B
And a horizontally projecting beam 40C that is horizontally provided at the tip of the inclined beam 40B that constitutes the inclined portion 4B via the coupling plate 10 and that extends from the intersection P of the horizontal portion and the inclined portion to the coupling position P1. There is.
【0014】水平梁40A には、交点Pから長柱2B側、つ
まり、水平部4A側に所定距離離れた位置P2 に、溝型形
状とされた中間梁7が取り付けられている。この中間梁
7は、前記2本の水平梁40A ,40A にわたり、かつ、そ
の水平梁40A ,40A に直交している。そして、このよう
な構造の長辺梁4,4間には、図1に示すように、短辺
梁5と平行な複数の小梁53A および中間梁7が取付けら
れて天井パネル53が構成され、また、下梁3の長辺梁3
A,3A間に、複数の根太52A が短辺梁3B,3Bと平行に取
付けられて床パネル52が構成されている。A groove-shaped intermediate beam 7 is attached to the horizontal beam 40A at a position P2 which is away from the intersection P on the side of the long pillar 2B, that is, on the side of the horizontal portion 4A by a predetermined distance. The intermediate beam 7 extends over the two horizontal beams 40A, 40A and is orthogonal to the horizontal beams 40A, 40A. Then, between the long-side beams 4 and 4 having such a structure, as shown in FIG. 1, a plurality of small beams 53A parallel to the short-side beam 5 and an intermediate beam 7 are attached to form a ceiling panel 53. , Long side beam 3 of lower beam 3
A plurality of joists 52A are attached between A and 3A in parallel with the short side beams 3B and 3B to form a floor panel 52.
【0015】水平梁40A と水平突出梁40C との結合は、
前述のように結合位置P1 で行われ、その結合部の構造
は、図2〜4に示すように、水平梁40A と水平突出梁40
C の内側に、それらの端部同士にわたって略L字形状の
内側結合プレート11が設けられており、この連結プレー
ト11の短辺の幅は、互いの梁40A ,40C の上フランジ部
12の幅から突出するように形成されている。また、互い
の梁40A ,40C の下フランジ部13の下面には、その幅よ
りも幅広の下側結合プレート14が設けられている。そし
て、互いの梁40A ,40C は、その上フランジ部12が内側
結合プレート11の短辺の突出部に、下フランジ部13が下
側結合プレート14の両側の突出部に、それぞれ溶接され
ることにより結合されるようになっている。The connection between the horizontal beam 40A and the horizontal protruding beam 40C is
As described above, the connection is performed at the connecting position P1, and the structure of the connecting portion is as shown in FIGS.
Inside the C, a substantially L-shaped inner coupling plate 11 is provided across the ends thereof, and the width of the short side of the coupling plate 11 is the upper flange portion of the beams 40A and 40C.
It is formed so as to project from the width of 12. Further, on the lower surface of the lower flange portion 13 of each of the beams 40A and 40C, a lower coupling plate 14 wider than the width thereof is provided. The beams 40A and 40C are welded to each other such that the upper flange portion 12 is welded to the short side protrusion of the inner coupling plate 11 and the lower flange portion 13 is welded to both sides of the lower coupling plate 14. It is designed to be combined with.
【0016】中間梁7と水平梁40A との結合は、交点P
から長梁2B側に結合位置P1 までの距離よりさらに離れ
た取付け位置P2 で行われ、その結合部の構造は、中間
梁7では、図2,3に示すように、中間梁7が2本の平
行な水平梁40A ,40A 間にわたる長さに形成されてお
り、その両端部にはそれぞれボルト穴が明けられてい
る。これに対して、2本の水平梁40A ,40A には、取付
け板15がそれぞれ取付けられており、この取付け板15
は、一部が前記水平梁40A の溝型内部に溶接により取り
付けられるとともに、一部は溝型内部から突出して形成
され、かつ、この突出部と中間梁7とがボルト,ナット
18によって固定されている。The connection between the intermediate beam 7 and the horizontal beam 40A is made at the intersection point P.
From the long beam 2B side to the connecting position P1 at a mounting position P2 which is further away from the long beam 2B side. The structure of the connecting portion is such that the intermediate beam 7 has two intermediate beams 7 as shown in FIGS. The horizontal beams 40A, 40A are parallel to each other, and have bolt holes at both ends. On the other hand, a mounting plate 15 is attached to each of the two horizontal beams 40A and 40A.
Is attached to the inside of the groove type of the horizontal beam 40A by welding, and a part thereof is formed so as to protrude from the inside of the groove type, and the protruding portion and the intermediate beam 7 are bolts and nuts.
It is fixed by 18.
【0017】図2に示すように、中間梁7の上面には、
ユニット式建物の屋根を形成する屋根パネル8を支持す
るブラケット16がボルト17により固定されている。屋根
パネル8は、傾斜梁40B の上面に沿って傾斜梁40B と同
じ傾斜で支持されている。また、前記ブラケット16は、
上フランジ部16A と下フランジ部16B およびそれらを結
ぶウエブ部16C とを有する略コ字形状に形成されてお
り、上フランジ部16A は、取付けられた屋根パネル8の
傾斜と同じ傾斜となっている。As shown in FIG. 2, on the upper surface of the intermediate beam 7,
A bracket 16 supporting a roof panel 8 forming the roof of a unit-type building is fixed by a bolt 17. The roof panel 8 is supported along the upper surface of the inclined beam 40B with the same inclination as that of the inclined beam 40B. Also, the bracket 16 is
The upper flange portion 16A, the lower flange portion 16B, and the web portion 16C connecting them are formed in a substantially U shape, and the upper flange portion 16A has the same inclination as that of the roof panel 8 to which it is attached. .
【0018】傾斜梁40B と短柱2A,2Aとの結合は、図
5,6に示すように、結合位置P3 で行われ、その結合
部の構造は、傾斜梁40B では、その端部に断面略L字形
状の結合プレート20が短柱2A側に突出した形状で取付け
られている。これに対して、短柱2A,2Aの上端部には、
前記結合プレート20と係合するブラケット23が取付けら
れている。このブラケット23は、柱2Aに溶接等により固
着される当板24と、当板24に直交して固着される取付け
板25と、両者の補強リブ26とで一体的に形成されてい
る。そして、取付け板25と結合プレート20とはボルト,
ナット27によって結合されている。The connection between the inclined beam 40B and the short columns 2A, 2A is performed at the connecting position P3 as shown in FIGS. 5 and 6, and the structure of the connecting portion is such that the inclined beam 40B has a cross section at its end. A substantially L-shaped coupling plate 20 is attached in a shape protruding toward the short column 2A. On the other hand, at the upper ends of the short columns 2A, 2A,
A bracket 23 is attached which engages with the coupling plate 20. The bracket 23 is integrally formed by a contact plate 24 fixed to the pillar 2A by welding or the like, a mounting plate 25 fixed orthogonally to the contact plate 24, and reinforcing ribs 26 of both. The mounting plate 25 and the coupling plate 20 are bolts,
It is joined by a nut 27.
【0019】また、図5に示すように、短柱2Aの上端部
に固着された短辺梁5には、屋根パネル8の端部を支持
する屋根受けブラケット30が取付けられている。この屋
根受けブラケット30は、垂直部31A と傾斜部31B とを有
する受板31と、補強リブ32とで形成されており、垂直部
31A が短辺梁5にボルト,ナット33によって固定される
とともに、傾斜部31B は屋根パネル8の取付け角度に略
直角になるように形成されている。なお、短辺梁5の屋
根受けブラケット30が取付けられる部位には、その部分
の強度を補強するスチフナ5Aが固着されている。Further, as shown in FIG. 5, a roof support bracket 30 for supporting the end portion of the roof panel 8 is attached to the short side beam 5 fixed to the upper end portion of the short column 2A. The roof receiving bracket 30 is formed by a receiving plate 31 having a vertical portion 31A and an inclined portion 31B, and a reinforcing rib 32.
31A is fixed to the short-side beam 5 by bolts and nuts 33, and the inclined portion 31B is formed so as to be substantially perpendicular to the mounting angle of the roof panel 8. A stiffener 5A that reinforces the strength of the short side beam 5 to which the roof receiving bracket 30 is attached is fixed.
【0020】このような建物ユニットの骨組み構造1を
構成するには、短柱2A,2Aおよび長柱2B,2B同士の上下
端間をそれぞれ短辺梁3B,5で結合して2つの妻側パネ
ル50,51を製作するとともに、これらのパネル50,51の
下端部同士を連結するための長辺梁3A,3Aに根太等を取
付けた床パネル52と、上端部同士を連結するための長辺
梁4に、中間梁7および小梁53A 等を取付けた天井パネ
ル53とを製作する。ここで、天井パネル53の製作にあた
っては、予め傾斜梁40B の先端に結合プレート10を介し
て水平突出梁40C を溶接結合する。そして、この状態の
水平突出梁40C と水平梁40A とを、内側結合プレート11
および下側結合プレート14によって、結合位置P1 で溶
接結合しておく。In order to construct the frame structure 1 of such a building unit, the short pillars 2A, 2A and the long pillars 2B, 2B are connected at their upper and lower ends by short-sided beams 3B, 5 respectively to form two gable sides. Along with manufacturing the panels 50 and 51, a long side beam 3A for connecting the lower end portions of the panels 50 and 51 to each other, and a floor panel 52 having joists or the like attached to the 3A, and a length for connecting the upper end portions to each other. A ceiling panel 53 in which the intermediate beam 7 and the small beam 53A are attached to the side beam 4 is manufactured. Here, when manufacturing the ceiling panel 53, the horizontal projecting beam 40C is welded to the tip of the inclined beam 40B via the coupling plate 10 in advance. Then, the horizontal projecting beam 40C and the horizontal beam 40A in this state are connected to the inner connecting plate 11
And the lower joining plate 14 for welding and joining at the joining position P1.
【0021】次に、床パネル52および天井パネル53を、
それぞれ2つの妻側パネル50,51に結合して建物ユニッ
トの骨組み構造1とする。ここで、天井パネル53の取付
けに際しては、水平梁40A の一端を妻側パネル51の長柱
2B,2Bに溶接固着した後、他端を妻側パネル50の短柱2
A,2Aのブラケット23にボルト締めして取付ける。Next, the floor panel 52 and the ceiling panel 53 are
Each is connected to two wife side panels 50 and 51 to form the frame structure 1 of the building unit. Here, when mounting the ceiling panel 53, one end of the horizontal beam 40A is attached to the long pillar of the end panel 51.
After welding and fixing to 2B and 2B, the other end is the short column 2 of the end panel 50.
Install by tightening bolts to brackets A and 2A.
【0022】このようにして製作された骨組み構造1
に、床材や天井材、および内壁,外壁等を取付けて、上
部に傾斜面のある建物ユニットを生産する。そして、こ
のような建物ユニットを建築現場に搬入し、適宜直方体
の建物ユニット等と組み合わせ、ユニット式建物を構築
する。このユニット式建物において、建物ユニットの傾
斜面に屋根パネル8を取り付ける際は、屋根パネル8支
持用のブラケット16を中間梁7に固定するとともに、屋
根受けブラケット30を短辺梁5に固定し、それらのブラ
ケット16,30に屋根パネル8を取付ける。The frame structure 1 thus manufactured
A floor unit, a ceiling unit, an inner wall, an outer wall, etc. are attached to the building to produce a building unit with an inclined surface at the top. Then, such a building unit is carried into a construction site and appropriately combined with a rectangular parallelepiped building unit or the like to construct a unit-type building. In this unit type building, when attaching the roof panel 8 to the inclined surface of the building unit, the bracket 16 for supporting the roof panel 8 is fixed to the intermediate beam 7, and the roof receiving bracket 30 is fixed to the short side beam 5, The roof panel 8 is attached to the brackets 16 and 30.
【0023】前述のような本実施例によれば次のような
効果がある。すなわち、中間梁7は、水平部4Aと傾斜部
4Bとの交点Pから離れた取付け位置P2 に取り付けら
れ、しかも、両端が取付け板15にボルト17によって取り
付けられるので、交点Pで行う溶接取付けに比べて、溶
接後の平滑仕上げ等も不要となり、作業が楽である。According to this embodiment as described above, there are the following effects. That is, the intermediate beam 7 includes the horizontal portion 4A and the inclined portion.
Since it is mounted at a mounting position P2 distant from the intersection point P with 4B, and both ends are attached to the mounting plate 15 with bolts 17, smooth finish after welding is unnecessary as compared with the welding mounting performed at the intersection point P. Work is easy.
【0024】また、中間梁7を、水平部4Aと傾斜部4Bと
の交点Pから離れた取付け位置P2に設けてあるので、
交点Pに中間梁が設けられている場合に比べて、ブラケ
ット16を支持する別の梁を設けなくてもよいという効果
もある。Further, since the intermediate beam 7 is provided at the mounting position P2 distant from the intersection P between the horizontal portion 4A and the inclined portion 4B,
Compared with the case where the intermediate beam is provided at the intersection P, there is also an effect that another beam for supporting the bracket 16 need not be provided.
【0025】さらに、2本の長辺梁4,4をまず中間梁
7で結合すれば、長辺梁4,4は一部が固定されるの
で、小梁53A を取付けやすく、従って、天井パネル53の
製作が容易である。Furthermore, if the two long-side beams 4 and 4 are first joined by the intermediate beam 7, the long-side beams 4 and 4 are partially fixed, so that the small beam 53A can be easily attached, and therefore the ceiling panel 53 is easy to make.
【0026】また、本実施例の長辺梁4を構成する水平
梁40A と傾斜梁40B との結合は、結合位置P1 におい
て、水平梁40A と傾斜梁40B 先端の突出水平梁40C との
両端部に、内側結合プレート11と下側結合プレート14と
を介在させ、両梁40A ,40C と両結合プレート11,14と
を水平状態に保ち、溶接によって結合させているので、
斜めの切断面を溶接して結合する場合に比べて、水平梁
40A と傾斜梁40B との結合が容易であるとともに、取付
け精度も高い。Further, the connection between the horizontal beam 40A and the slanted beam 40B constituting the long side beam 4 of this embodiment is such that both ends of the horizontal beam 40A and the projecting horizontal beam 40C at the tip of the slanted beam 40B at the connecting position P1. , The inner coupling plate 11 and the lower coupling plate 14 are interposed, both beams 40A and 40C and both coupling plates 11 and 14 are kept horizontal, and are coupled by welding,
Horizontal beams compared to welding and joining diagonal cuts
It is easy to connect the 40A and the inclined beam 40B, and the mounting accuracy is high.
【0027】さらに、水平梁40A と突出水平梁40C との
両端部を結合する内側結合プレート11と下側結合プレー
ト14とは、両梁40A ,40C より幅広になっており、従っ
て、両梁40A ,40C の上フランジ部12が内側結合プレー
ト11の突出部に、下フランジ部13が下側結合プレート14
の両側の突出部に、それぞれ下向きで溶接できるように
なっているので、作業性がよく、結合作業が容易とな
る。Further, the inner connecting plate 11 and the lower connecting plate 14 for connecting both ends of the horizontal beam 40A and the projecting horizontal beam 40C are wider than the both beams 40A and 40C, and therefore, the both beams 40A. , 40C upper flange part 12 is on the protruding part of the inner connecting plate 11, and lower flange part 13 is on the lower connecting plate 14
Since the protrusions on both sides of the can be welded downward, the workability is good and the joining work is easy.
【0028】また、屋根パネル8を傾斜梁40B 上に設け
る際は、ブラケット16を中間梁7に取付けることができ
るので、仮に、建物ユニットの幅中央間で屋根パネル8
の割付けが行われていても、ブラケット16でそのパネル
8の端部を均等支持でき、従って、屋根パネル8の割付
けを自在に行える。When the roof panel 8 is provided on the inclined beam 40B, the bracket 16 can be attached to the intermediate beam 7, so that the roof panel 8 is temporarily placed between the width centers of the building units.
Even if the layout is done, the bracket 16 can evenly support the end portion of the panel 8, so that the roof panel 8 can be freely allocated.
【0029】ちなみに、図9において、傾斜部に沿って
屋根パネルを取付けた場合、ブラケットを中間梁上に取
付けられない。軒先の下側からのあおりを考えると、で
きるだけ中間梁に近い長辺梁上に設けることが好まし
い。しかし、これでは、建物ユニットの幅中央間で屋根
パネルが割付けられている場合、屋根パネルの割付け端
部を支持しなければならず、それに対応するためには、
中間梁とは別のもう一本の梁を必要とし、不経済であ
る。By the way, in FIG. 9, when the roof panel is attached along the inclined portion, the bracket cannot be attached on the intermediate beam. Considering the tilt from the lower side of the eaves, it is preferable to provide it on the long side beam as close as possible to the intermediate beam. However, in this case, if the roof panel is allocated between the width centers of the building units, the allocated end of the roof panel must be supported, and in order to accommodate it,
It is uneconomical because it requires another beam separate from the intermediate beam.
【0030】なお、本発明は前述の実施例に限定される
ものではなく、次に示すような変形例を含むものであ
る。すなわち、前記実施例では、中間梁7を、交点Pか
ら長柱2B側に所定距離離れた位置の取付け位置P2 の水
平梁40A に設けたが、これに限らず、要は取付け位置P
2 が交点Pから離れた位置であればよく、例えば、図7
に示すように、交点Pから短柱2A側に離れた位置の傾斜
梁40B に取付けた建物ユニットの骨組み構造1Aとしても
よい。The present invention is not limited to the above-mentioned embodiments, but includes the following modifications. That is, in the above-described embodiment, the intermediate beam 7 is provided on the horizontal beam 40A at the mounting position P2 at a position separated from the intersection P on the side of the long pillar 2B by a predetermined distance.
It suffices that 2 is a position away from the intersection point P, for example, in FIG.
As shown in, the frame structure 1A of the building unit may be attached to the inclined beam 40B at a position distant from the intersection P on the short column 2A side.
【0031】また、前記実施例では、建物ユニットの短
辺方向に傾斜する骨組み構造としたが、これに限らず、
例えば、図8に示すように、長辺方向に傾斜する建物ユ
ニットの骨組み構造1Bとしてもよい。すなわち、本実施
例では、中間梁7Aが長辺梁60と同一長さに形成され、短
辺梁61が水平部61A と傾斜部61B とで形成されている。
そして、中間梁7Aが、交点Pから長柱2B側に所定距離離
れた位置の取付け位置P2 に取り付けられた建物ユニッ
トの骨組み構造1Bとなっている。なお、このような建物
ユニットの骨組み構造1Bにおいても、中間梁7Aを、交点
Pから短柱2B側に離れた位置の傾斜部61B に設けてもよ
い。Further, in the above-mentioned embodiment, the frame structure inclining in the short side direction of the building unit is adopted, but the structure is not limited to this,
For example, as shown in FIG. 8, a frame structure 1B of a building unit that inclines in the long side direction may be used. That is, in this embodiment, the intermediate beam 7A is formed to have the same length as the long-side beam 60, and the short-side beam 61 is formed of the horizontal portion 61A and the inclined portion 61B.
Then, the intermediate beam 7A constitutes the frame structure 1B of the building unit attached to the attachment position P2 at a position separated from the intersection P on the long column 2B side by a predetermined distance. Also in the frame structure 1B of such a building unit, the intermediate beam 7A may be provided at the inclined portion 61B at a position away from the intersection P on the short column 2B side.
【0032】さらに、前記実施例では、傾斜部4B同士に
わたって形成された傾斜面に屋根パネル8を設けるよう
になっているが、これに限らず、例えば、傾斜部4Bを明
かり窓として、あるいは別の目的のために使用してもよ
い。Further, in the above-mentioned embodiment, the roof panel 8 is provided on the inclined surface formed across the inclined portions 4B. However, the present invention is not limited to this, and the inclined portion 4B may be used as a light window or a separate window, for example. May be used for the purpose of
【0033】また、前記実施例では、建物ユニットの骨
組み構造1とする際に、結合位置P1 で水平梁40A と傾
斜梁40B の水平突出梁40C とを溶接結合し、結合位置P
3 で傾斜梁40B の端部と短柱2Aとをボルト結合している
が、これに限らず、例えば、両者を逆にしてもよい。す
なわち、結合位置P1 で水平梁40A と水平突出梁40Cと
をボルト結合し、結合位置P3 で傾斜梁40B の端部と短
柱2Aとを溶接結合してもよい。Further, in the above-described embodiment, when the frame structure 1 of the building unit is formed, the horizontal beam 40A and the horizontally projecting beam 40C of the inclined beam 40B are welded to each other at the connecting position P1 to form the connecting position P1.
Although the ends of the slanted beams 40B and the short columns 2A are bolted to each other at 3, the present invention is not limited to this, and they may be reversed, for example. That is, the horizontal beam 40A and the horizontal protruding beam 40C may be bolted at the connecting position P1, and the end of the inclined beam 40B and the short column 2A may be welded at the connecting position P3.
【0034】その他、本発明の実施の際の具体的な構造
および形状等は、本発明の目的を達成できる範囲であれ
ば他の構造等でもよい。In addition, the specific structure and shape for carrying out the present invention may be other structures as long as the object of the present invention can be achieved.
【0035】[0035]
【発明の効果】以上に説明したように、本発明の建物ユ
ニットの骨組み構造によれば、中間梁の取付けが容易、
かつ、精度よくできるという効果がある。As described above, according to the frame structure of the building unit of the present invention, it is easy to attach the intermediate beam,
Moreover, there is an effect that it can be performed with high accuracy.
【図1】本発明の一実施例に係る建物ユニットの骨組み
構造を示す全体斜視図である。FIG. 1 is an overall perspective view showing a frame structure of a building unit according to an embodiment of the present invention.
【図2】水平部と傾斜部との接合部近傍の詳細を示す側
面図である。FIG. 2 is a side view showing details of the vicinity of a joint between a horizontal portion and an inclined portion.
【図3】図2におけるIII 矢視図である。FIG. 3 is a view on arrow III in FIG.
【図4】図2におけるIV-IV 線断面図である。FIG. 4 is a sectional view taken along line IV-IV in FIG.
【図5】傾斜部と短い柱との接合部近傍の詳細を示す側
面図である。FIG. 5 is a side view showing details of the vicinity of a joint between an inclined portion and a short column.
【図6】図5におけるVI矢視図である。FIG. 6 is a view on arrow VI in FIG.
【図7】建物ユニットの骨組み構造の変形例を示す全体
斜視図である。FIG. 7 is an overall perspective view showing a modified example of the frame structure of the building unit.
【図8】建物ユニットの骨組み構造の他の変形例を示す
全体斜視図である。FIG. 8 is an overall perspective view showing another modified example of the frame structure of the building unit.
【図9】一般的な直方体建物ユニットの骨組み構造を示
す全体斜視図である。FIG. 9 is an overall perspective view showing a frame structure of a general rectangular parallelepiped building unit.
【図10】建物ユニットの骨組み構造の従来例を示す全体
斜視図である。FIG. 10 is an overall perspective view showing a conventional example of a frame structure of a building unit.
1 建物ユニットの骨組み構造 2 柱 2A 短い柱 2B 長い柱 3 下梁 4 長辺梁 4A 水平部 4B 傾斜部 5 短辺梁 6 上梁 7 中間梁 8 屋根パネル 40B 傾斜梁 1 Building Unit Frame Structure 2 Pillars 2A Short Pillars 2B Long Pillars 3 Bottom Beams 4 Long Side Beams 4A Horizontal Sections 4B Slopes 5 Short Side Beams 6 Top Beams 7 Middle Beams 8 Roof Panels 40B Slope Beams
───────────────────────────────────────────────────── フロントページの続き (72)発明者 中井 郁夫 東京都杉並区高井戸東二丁目4番5号 ミ サワホーム株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Ikuo Nakai 2-4 Takaido Higashi 2-chome, Suginami-ku, Tokyo Misawa Homes Co., Ltd.
Claims (1)
これらの柱の上下端間をそれぞれ連結する上下梁とを備
えた建物ユニットの骨組み構造において、前記4本の柱
のうち2本の柱の長さをこれら2本の柱に対向する他の
2本の柱の長さよりも短くするとともに、長さの長い2
本の柱の上端部と長さの短い2本の柱の上端部とをそれ
ぞれ連結する2本の上梁を、それぞれ長さの長い2本の
柱の上端部から前記下梁と平行かつ長さの短い2本の柱
側に延びる水平部と、この水平部の端部から長さの短い
2本の柱の上端に至る傾斜部とで形成し、前記水平部と
傾斜部との交点から前記長さの長い2本の柱側または長
さの短い2本の柱側へ所定距離離れた位置に、中間梁を
前記2本の上梁の水平部または傾斜部にわたりかつその
2本の上梁に直行させて設けたことを特徴とする建物ユ
ニットの骨組み構造。1. A skeleton structure of a building unit, comprising four pillars standing vertically at four corners and upper and lower beams connecting the upper and lower ends of these pillars, wherein two of the four pillars are provided. The length of the pillars of 2 is shorter than the length of the other 2 pillars facing these 2 pillars, and
Two upper beams connecting the upper ends of the two pillars with the shorter length to the upper ends of the two pillars with the longer lengths, respectively. It is formed by a horizontal portion extending to the side of the two short columns and an inclined portion extending from the end of the horizontal portion to the upper ends of the two columns having a short length, and from the intersection of the horizontal portion and the inclined portion. At a position separated by a predetermined distance to the two long pillar sides or the two short pillar sides, an intermediate beam is provided over the horizontal portion or inclined portion of the two upper beams and above the two. A skeleton structure of a building unit characterized by being installed directly on a beam.
Priority Applications (1)
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JP03368293A JP3183983B2 (en) | 1993-02-23 | 1993-02-23 | Building unit frame structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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JP03368293A JP3183983B2 (en) | 1993-02-23 | 1993-02-23 | Building unit frame structure |
Publications (2)
Publication Number | Publication Date |
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JPH06248707A true JPH06248707A (en) | 1994-09-06 |
JP3183983B2 JP3183983B2 (en) | 2001-07-09 |
Family
ID=12393210
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JP03368293A Expired - Lifetime JP3183983B2 (en) | 1993-02-23 | 1993-02-23 | Building unit frame structure |
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JP (1) | JP3183983B2 (en) |
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