JPH0829463B2 - Beam-column joint fitting in a housing unit and method of manufacturing the same - Google Patents
Beam-column joint fitting in a housing unit and method of manufacturing the sameInfo
- Publication number
- JPH0829463B2 JPH0829463B2 JP33258790A JP33258790A JPH0829463B2 JP H0829463 B2 JPH0829463 B2 JP H0829463B2 JP 33258790 A JP33258790 A JP 33258790A JP 33258790 A JP33258790 A JP 33258790A JP H0829463 B2 JPH0829463 B2 JP H0829463B2
- Authority
- JP
- Japan
- Prior art keywords
- metal fitting
- pillar
- pair
- housing unit
- vertical walls
- 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 - Lifetime
Links
- 238000004519 manufacturing process Methods 0.000 title claims description 15
- 239000002184 metal Substances 0.000 claims description 54
- 239000000463 material Substances 0.000 claims description 12
- 238000005304 joining Methods 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 description 17
- 238000003466 welding Methods 0.000 description 16
- 238000000034 method Methods 0.000 description 8
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
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- Automatic Assembly (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、複数本の柱と梁とを連結して構成される住
宅ユニットにおける柱梁接合金具およびその製造方法に
関する。Description: TECHNICAL FIELD The present invention relates to a pillar-beam joining metal fitting in a housing unit configured by connecting a plurality of pillars and beams, and a manufacturing method thereof.
近年、予め工場で製造した複数種の住宅ユニットを建
築現場まで輸送し、そこで、これらを組み合わせて住宅
を構築する工法が採用されている。通常、住宅ユニット
は、四隅に配置される4本の柱の上端部間および下端部
間を各4本の梁で相互に連結してボックス型の骨組みを
形成し、これに内外壁パネル、天井パネル、床パネルな
どを取り付けて構成される。In recent years, a method of transporting a plurality of types of housing units manufactured in advance in a factory to a construction site and combining them to build a house has been adopted. Usually, a housing unit forms a box-type frame by connecting the upper ends and the lower ends of the four pillars arranged at the four corners with each other to form a box-shaped frame. It consists of panels and floor panels.
ところで、この種の住宅ユニットの骨組みを構成する
柱と梁との連結は、例えば、実公昭59−16402号公報に
示されているように、柱に梁を直接溶接する方法、ある
いは、柱にCチャンネル材からなる仕口を介して梁を溶
接する方法などが採られている。By the way, the connection between the column and the beam that constitutes the frame of this type of housing unit is, for example, as shown in Japanese Utility Model Publication No. 59-16402, a method of directly welding the beam to the column, or to the column. For example, a method of welding a beam through a joint made of C-channel material is adopted.
つまり、直接溶接する方法では、第5図に示す如く、
柱101の端部における相隣接する側面に、それぞれ梁102
の端部が直接溶接される。梁102は、Cチャンネル材か
ら構成され、垂直なウェブ102Aの上下に水平なフランジ
102Bが一体的に形成されている。柱101には、それぞれ
強度補強用の端部ダイヤフラム103および内ダイヤフラ
ム104がそれぞれ溶接されている。That is, in the direct welding method, as shown in FIG.
Beams 102 are respectively formed on the side surfaces adjacent to each other at the end of the pillar 101.
The ends of are welded directly. Beam 102 is made of C-channel material and has horizontal flanges above and below a vertical web 102A.
102B is integrally formed. An end diaphragm 103 and an inner diaphragm 104 for reinforcing strength are welded to the pillar 101, respectively.
しかしながら、柱101へのダイヤフラム103,104の溶
接、特に、内ダイヤフラム104の溶接は、狭い柱101の内
部で、しかも、端部からある程度内方に入った位置で行
わなければならないので、きわめて作業性が悪く、困難
な作業である。However, since the welding of the diaphragms 103 and 104 to the column 101, particularly the welding of the inner diaphragm 104, must be performed inside the narrow column 101 and at a position that is inward from the end to some extent, workability is extremely high. Bad and difficult task.
そこで、ダイヤフラムの溶接作業を省く方法として、
Cチャンネル材からなる仕口を介して溶接する方法が提
案されている。これは、第6図に示す如く、基端部が柱
106の側面の幅とほぼ等しい幅を有し、かつ、先端部を
これより狭い幅に形成したCチャンネル材からなる仕口
部材107を、柱106の一側面に溶接し、この仕口部材107
に梁108を溶接するようにした構造である。So, as a method to save the welding work of the diaphragm,
A method of welding through a joint made of C-channel material has been proposed. As shown in Fig. 6, the base end is a pillar.
A connecting member 107 made of C-channel material having a width substantially equal to the width of the side surface of 106 and a tip portion formed to have a width narrower than that is welded to one side surface of the pillar 106, and the connecting member 107
The beam 108 is welded to the structure.
ところで、第6図に示す構造は、仕口部材107が柱106
に広い幅で溶接されているため、軽荷重の場合には、確
かにダイヤフラムを省略しても強度的に問題がない。し
かし、梁108が重荷重を受ける場合には、ダイヤフラム
なしでは、必ずしも十分な強度を確保できないという問
題がある。By the way, in the structure shown in FIG.
Since it is welded with a wide width, there is no problem in strength even if the diaphragm is certainly omitted in the case of light load. However, when the beam 108 receives a heavy load, there is a problem that sufficient strength cannot be ensured without the diaphragm.
ここに、本発明の目的は、柱内での溶接作業を不要に
できるとともに、重荷重にも十分耐え得る柱と梁との連
結を行える住宅ユニットにおける柱梁結合金具を提供す
ることにある。It is an object of the present invention to provide a pillar-beam coupling fitting in a housing unit that can eliminate the welding work in the pillar and can sufficiently connect the pillar and the beam to withstand a heavy load.
また、本発明の他の目的は、上記柱梁接合金具を安価
にかつ精度よく製造でき、しかも、より高い剛性を備え
た構造体として製造できる製造方法を提供することにあ
る。Another object of the present invention is to provide a manufacturing method capable of inexpensively and accurately manufacturing the above-mentioned beam-column joint fitting and manufacturing the structure having higher rigidity.
そのため、本発明の柱梁接合金具は、複数本の柱およ
びこれらの柱の端部間に連結される複数本の梁を含み構
成される住宅ユニットにおける柱梁接合金具であって、
直交する2つの垂直壁を有するL字形とされた金具本体
と、この金具本体の上下端面に互いに平行して固着さ
れ、その片側外面に柱が接続可能にされるとともに、金
具本体の各垂直壁先端部とともに梁が接続可能な一対の
梁接続部を形成する一対の端面部材と、この一対の端面
部材の間でかつ前記金具本体の2つの垂直壁角部開放側
に固着されその2つの垂直壁とともに略角筒形状を形成
する断面L字形の補助部材と、を具備したことを特徴と
する。Therefore, the pillar-beam joint fitting of the present invention is a pillar-beam joint fitting in a housing unit including a plurality of pillars and a plurality of beams connected between end portions of these pillars,
An L-shaped metal fitting body having two vertical walls that are orthogonal to each other and fixed to the upper and lower end surfaces of the metal fitting body in parallel with each other, and a pillar can be connected to the outer surface on one side of each of the vertical walls of the metal fitting body. A pair of end face members that form a pair of beam connecting parts to which a beam can be connected together with the tip, and two vertical walls fixed between the pair of end face members and on the open sides of the two vertical wall corners of the metal fitting body. And an auxiliary member having an L-shaped cross section that forms a substantially rectangular tube shape together with the wall.
ここで、金具本体は、例えば、板材をL字形に折曲し
て直交する2つの垂直壁を形成したもの、あるいは、型
から成形したものなどいずれでもよい。同様に、断面L
字形の補助部材についても、例えば、板材を直角に折曲
して断面L字形に形成したもの、あるいは、L型鋼を所
定長さに切断したものなどを用いるようにしてもよい。
また、固着とは、必ずしも溶接に限られるものでなく、
両者が強固に固定できるものであればよい。Here, the metal fitting body may be, for example, one in which a plate material is bent into an L shape to form two vertical walls that intersect at right angles, or one formed from a mold. Similarly, section L
As for the auxiliary member having a character shape, for example, a plate material bent at a right angle to have an L-shaped cross section, or an L-shaped steel cut into a predetermined length may be used.
In addition, sticking is not necessarily limited to welding,
It is sufficient that both can be firmly fixed.
また、本発明の柱梁接合金具の製造方法は、複数本の
柱およびこれらの柱の端部間に連結される複数本の梁を
含み構成される住宅ユニットにおける柱梁接合金具の製
造方法であって、板材をL字形に折曲して直交する2つ
の垂直壁を有する金具本体を形成し、この金具本体の上
下端面に、その片側外面に柱が接続可能にされるととも
に、金具本体の各垂直壁先端部とともに梁が接続可能な
一対の梁接続部を形成する一対の端面部材を互いに平行
に溶接し、この一対の端面部材の間でかつ前記金具本体
の2つの垂直壁角部開放側に、その2つの垂直壁ととも
に略角筒形状を形成する断面L字形の補助部材を溶接し
た、ことを特徴とする。Further, the method of manufacturing a beam-column joint fitting of the present invention is a method of manufacturing a beam-column joint bracket in a housing unit including a plurality of columns and a plurality of beams connected between the ends of the columns. Then, a plate material is bent into an L shape to form a metal fitting body having two vertical walls that are orthogonal to each other. A pillar can be connected to the upper and lower end surfaces of the metal fitting body on one outer surface of the metal fitting body, and A pair of end face members that form a pair of beam connecting parts to which beams can be connected together with each vertical wall tip end are welded in parallel to each other, and two vertical wall corner portions of the metal fitting body are opened between the pair of end face members. It is characterized in that an auxiliary member having an L-shaped cross section is welded to the side together with the two vertical walls.
本発明の柱梁接合金具では、金具本体の2つの垂直壁
と補助部材とが角筒形状に形成され、その上下面に対応
する端面部材が従来のダイヤフラムの役割を果たすこと
になるから、重荷重にも十分耐え得る柱と梁との連結を
行える。しかも、従来の柱内での溶接作業を不要にでき
る。In the post-beam joint fitting of the present invention, the two vertical walls of the fitting main body and the auxiliary member are formed in a rectangular tube shape, and the end surface members corresponding to the upper and lower surfaces thereof function as a conventional diaphragm. It is possible to connect columns and beams that can withstand loads. Moreover, it is possible to eliminate the conventional welding work in the pillar.
また、本発明の製造方法では、板材をL字形に折曲し
て直交する2つの垂直壁を有する金具本体を形成したの
で、つまり板材をL字形に折曲するだけでよいので、金
具本体を型から成形する場合より安価に、かつ、精度よ
く製造することができる。Further, in the manufacturing method of the present invention, since the plate body is bent into an L-shape to form the metal fitting body having two vertical walls which are orthogonal to each other, that is, the plate material need only be bent into the L-shape. It can be manufactured more inexpensively and more accurately than when molding from a mold.
しかも、この金具本体の上下端面に、その片側外面に
柱が接続可能にされるとともに、金具本体の各垂直壁先
端部とともに梁が接続可能な一対の梁接続部を形成する
一対の端面部材を互いに平行に溶接し、この一対の端面
部材の間でかつ前記金具本体の2つの垂直壁角部開放側
に、その2つの垂直壁とともに略角筒形状を形成する断
面L字形の補助部材を溶接して柱梁接合金具を製造する
ようにしたので、つまり全ての部材を溶接により一体構
造としたので、より高い剛性を備えた構造体に形成でき
る。In addition, on the upper and lower end surfaces of the metal fitting body, a pillar can be connected to one outer surface of the metal fitting body, and a pair of end face members forming a pair of beam connecting parts with which the beams can be connected together with each vertical wall tip of the metal fitting body. An auxiliary member having an L-shaped cross section is welded in parallel with each other, and between the pair of end face members and on the opening side of the two vertical wall corner portions of the metal fitting body together with the two vertical walls to form a substantially rectangular tube shape. Since the column-beam joining metal fitting is manufactured, that is, all the members are integrated by welding, it is possible to form a structure having higher rigidity.
以下、本発明の一実施例を第1図〜第3図を参照しな
がら説明する。An embodiment of the present invention will be described below with reference to FIGS.
第1図は本実施例の柱梁接合金具と柱および梁との関
係を示す斜視図、第2図はその柱梁接合金具を示す分解
斜視図である。これらの図において、1は本実施例の柱
梁接合金具、2は正四角筒状の柱、3,4はそれぞれ形鋼
であるCチャンネル材からなる梁を示す。なお、梁3は
住宅ユニットの短辺側(妻側)の梁、梁4は住宅ユニッ
トの長辺側(桁側)の梁である。FIG. 1 is a perspective view showing the relationship between a pillar-beam joint fitting and pillars and beams of this embodiment, and FIG. 2 is an exploded perspective view showing the pillar-beam joint fitting. In these drawings, 1 is a column-beam joining metal fitting of the present embodiment, 2 is a square prismatic column, and 3 and 4 are beams made of C channel material which is a shaped steel. The beam 3 is a beam on the short side (wife side) of the housing unit, and the beam 4 is a beam on the long side (girder side) of the housing unit.
本実施例の柱梁接合金具1は、L字形の金具本体10
と、この金具本体10の上下端面に互いに平行に固着され
た一対の端面部材21,22と、この一対の端面部材21,22の
間でかつ前記金具本体10のL字形角部開放側に固着され
た断面L字形の補助部材30と、補強部材40,50とから構
成されている。The beam-column joint fitting 1 of this embodiment is an L-shaped fitting body 10
And a pair of end surface members 21 and 22 fixed in parallel to the upper and lower end surfaces of the metal fitting body 10, and between the pair of end surface members 21 and 22 and to the L-shaped corner open side of the metal fitting body 10. The auxiliary member 30 has an L-shaped cross section and the reinforcing members 40 and 50.
前記金具本体10は、互いに直交する2つの垂直壁11,1
2を有するL字形に形成されている。各垂直壁11,12の先
端部には、内方へ向かって斜面状に折曲された後、外方
(各垂直壁11,12と平行な方向)へ向かって僅か突出す
るガイド縁11A,12Bが形成されている。The metal fitting body 10 includes two vertical walls 11 and 1 which are orthogonal to each other.
It is formed in an L shape having 2. At the tip of each vertical wall 11 and 12, a guide edge 11A, which is bent inward in a slope shape and then slightly protrudes outward (direction parallel to each vertical wall 11 and 12), 12B is formed.
前記一対の端面部材21,22のうち、上方の端面部材21
は、一側途中から先端途中にかけて略45゜で切り欠かれ
た平面略台形状に形成され、かつ、その外面(上面)が
前記柱2の端部が接続可能にされた接続面14にされてい
る。下方の端面部材22は、一側途中から他側へ向かって
垂直壁11と平行に切り欠かれた後先端途中に向かって略
45゜に切り欠かれている。Of the pair of end face members 21, 22, the upper end face member 21
Is formed into a flat trapezoidal shape that is notched at about 45 ° from one side to the middle of the tip, and its outer surface (upper surface) is a connection surface 14 to which the end of the pillar 2 can be connected. ing. The lower end face member 22 is cut out in parallel with the vertical wall 11 from the middle of one side toward the other side, and then is substantially cut toward the middle of the tip.
Notched at 45 °.
これら上下の端面部材21,22の一側部、つまり金具本
体10の垂直壁11のガイド縁11Aと対応する側には、互い
に内方へ向かって斜面状に折曲された後、それぞれ外方
へ向かって僅か突出するガイド縁21A,21Aが形成されて
いる。ここに、ガイド縁21A,21Aは、前記金具本体10の
ガイド縁11Aとともに前記梁3が接続可能な一方の梁接
続部15を形成している。一方、先端部、つまり金具本体
10の垂直壁12のガイド縁12Bと対応する側には、それぞ
れ下方へ向かって斜面状に折曲された後、それぞれ外方
へ向かって僅か突出するガイド縁21B,22Bが形成されて
いる。ここに、ガイド縁21B,21Bは、前記金具本体10の
ガイド縁12Bとともに前記梁4が接続可能な他方の梁接
続部16を形成している。On one side of these upper and lower end face members 21 and 22, that is, on the side corresponding to the guide edge 11A of the vertical wall 11 of the metal fitting body 10, after being bent inward toward each other in a slope shape, each of them is directed outward. Guide edges 21A, 21A that slightly project toward are formed. Here, the guide edges 21A, 21A form one beam connecting portion 15 to which the beam 3 can be connected together with the guide edge 11A of the metal fitting body 10. On the other hand, the tip, that is, the metal fitting body
On the side of the vertical wall 12 of the ten corresponding to the guide edge 12B, guide edges 21B and 22B are formed which are respectively bent downward in a slope shape and then slightly project outward. Here, the guide edges 21B, 21B form the other beam connecting portion 16 to which the beam 4 can be connected together with the guide edge 12B of the metal fitting body 10.
前記補助部材30は、前記金具本体10の2つの垂直壁1
1,12の角部開放側に固着され、その垂直壁11,12ととも
に略角筒形状を形成する断面L字形に形成されている。
つまり、前記金具本体10の垂直壁11,12と平行な2つの
垂直壁31,32を有するL字形に形成されている。各垂直
壁31,32は、幅寸法が前記柱2の一辺の幅寸法と略同じ
で、かつ、高さ寸法が前記上下の端面部材21,22間の高
さ寸法から補強部材40の厚み寸法を引いた寸法に形成さ
れている。The auxiliary member 30 includes two vertical walls 1 of the metal fitting body 10.
The corners 1 and 12 are fixed to the open sides of the corners, and are formed in an L-shaped cross section that forms a substantially rectangular tube shape together with the vertical walls 11 and 12.
That is, it is formed in an L shape having two vertical walls 31, 32 parallel to the vertical walls 11, 12 of the metal fitting body 10. Each of the vertical walls 31, 32 has a width dimension substantially the same as the width dimension of one side of the pillar 2, and a height dimension from the height dimension between the upper and lower end surface members 21, 22 to the thickness dimension of the reinforcing member 40. It is formed to the size minus.
前記補強部材40は、厚みが前記金具本体10および端面
部材21,22の厚み寸法より僅か厚い矩形板状に形成さ
れ、かつ、前記下方の端面部材22の内面側に固着され
る。また、前記補強部材50は、略三角板形状に形成さ
れ、かつ、前記補助部材30の垂直壁32と補強部材40との
間に起立した状態で固着される。なお、17は補強部材50
の固着位置近傍において前記端面部材22および補強部材
40に貫通して形成された上下接合用のボルト挿通孔であ
る。The reinforcing member 40 is formed in a rectangular plate shape whose thickness is slightly thicker than the thickness dimension of the metal fitting body 10 and the end surface members 21 and 22, and is fixed to the inner surface side of the lower end surface member 22. Further, the reinforcing member 50 is formed in a substantially triangular plate shape, and is fixed between the vertical wall 32 of the auxiliary member 30 and the reinforcing member 40 in a standing state. In addition, 17 is a reinforcing member 50.
The end face member 22 and the reinforcing member near the fixing position of
It is a bolt insertion hole for up-and-down joining formed through 40.
次に、本実施例の柱梁接合金具1の製造方法を説明す
る。Next, a method for manufacturing the beam-column joint fitting 1 of this embodiment will be described.
まず、金具本体10を製造するには、例えば、鋼板など
の板材を、プレス機械などによって予め所定形状に切断
した後、L字形に折曲して直交する2つの垂直壁11,12
を有する金具本体10を形成する。なお、垂直壁11,12の
先端部には、予め、ガイド縁11A,12Bを折曲加工してお
く。First, in order to manufacture the metal fitting body 10, for example, a plate material such as a steel plate is preliminarily cut into a predetermined shape by a press machine or the like, and then bent into an L shape to form two perpendicular walls 11 and 12.
The metal fitting body 10 having the above is formed. In addition, the guide edges 11A and 12B are previously bent at the tips of the vertical walls 11 and 12.
また、他の部材、つまり端面部材21,22、補助部材3
0、補強部材40,50についても、板材を予め所定形状に切
断し、適宜折曲加工してそれぞれ第2図の形状に形成し
ておく。In addition, other members, that is, the end surface members 21 and 22, the auxiliary member 3
Regarding the 0 and the reinforcing members 40 and 50, the plate material is cut into a predetermined shape in advance, and appropriately bent to form the shape shown in FIG.
ここで、金具本体10に対して、各部材21,22,30,40,50
を組み込むには、まず、金具本体10の上下端面に端面部
材21,22を互いに平行にかつ垂直壁11,12に対して直角に
なるように当て、その当節部分を溶接する。つまり、L
字形に沿って溶接する。次に、補強部材40を端面部材22
の内面に挿入し、所定個所を溶接する。次に、上下の端
面部材21,22の間でかつ金具本体10の2つの垂直壁11,12
の角部開放側に補助部材30を挿入し、その補助部材30と
金具本体10、上方の端面部材21および補強部材40との当
接部分を溶接する。最後に、補強部材50を挿入し、その
当節部分を溶接する。これにより、柱梁接合金具1が製
造される。Here, with respect to the metal fitting body 10, each member 21, 22, 30, 40, 50
In order to assemble, the end surface members 21, 22 are first applied to the upper and lower end surfaces of the metal fitting body 10 so as to be parallel to each other and at a right angle to the vertical walls 11, 12, and the joint portions thereof are welded. That is, L
Weld along the shape. Next, the reinforcing member 40 is attached to the end surface member 22.
Insert it into the inner surface of and weld it at the specified position. Next, between the upper and lower end face members 21, 22 and the two vertical walls 11, 12 of the metal fitting body 10.
An auxiliary member (30) is inserted into the corner opening side of (1), and the abutting portions of the auxiliary member (30), the metal fitting body (10), the upper end member (21) and the reinforcing member (40) are welded. Finally, the reinforcing member 50 is inserted and the joint portion is welded. Thus, the beam-column joint fitting 1 is manufactured.
さて、このようにして製造された柱梁接合金具1を用
いて住宅ユニットの骨組みを組み立てるには、第3図
(A)〜(C)のようにして行う。Now, assembling the frame of the housing unit using the beam-column joint fitting 1 manufactured in this manner is performed as shown in FIGS. 3 (A) to 3 (C).
まず、第3図(A)に示す如く、2本の柱2の両端に
それぞれ柱梁接合金具1を所定の向きで溶接するととも
に、これらの柱梁接合金具1の梁接続部15間に梁3を溶
接して妻フレーム5を形成する。First, as shown in FIG. 3 (A), the column-beam joint fittings 1 are welded to both ends of the two columns 2 in a predetermined direction, and the beams are connected between the beam connecting portions 15 of the column-beam joint fittings 1. 3 is welded to form the gable frame 5.
次に、第3図(B)に示す如く、2枚の妻フレーム5
を互いに向かい合わせに配置するとともに、その対向す
る梁接続部16間に梁4を溶接する。これにより、第3図
(C)に示す如く、ボックス型の住宅ユニット6の骨組
みが形成される。Next, as shown in FIG. 3 (B), the two wife frames 5
Are arranged facing each other, and the beam 4 is welded between the beam connecting portions 16 facing each other. As a result, as shown in FIG. 3C, the frame of the box-type housing unit 6 is formed.
このようにして形成された骨組みには、必要に応じて
内外壁パネル、天井パネル、床パネルは取り付けられ、
更に、作り付けの家具などの内装品が取り付けられて住
宅ユニットが構成される。従って、この住宅ユニットを
適宜組み合わせれば、ユニット住宅を構築することがで
きる。この際、各住宅ユニットの上下方向の連結は、端
面部材22および補強部材40に貫通して設けられたボルト
挿通孔17にボルトを挿通し、ナット締めして行われる。The inner and outer wall panels, the ceiling panel, and the floor panel are attached to the frame thus formed, if necessary.
Further, interior parts such as built-in furniture are attached to form a housing unit. Therefore, a unit house can be constructed by appropriately combining the housing units. At this time, the housing units are connected in the vertical direction by inserting bolts into bolt insertion holes 17 penetrating the end surface member 22 and the reinforcing member 40 and tightening the nuts.
従って、本実施例によれば、住宅ユニットにおける柱
2および梁3,4は、柱梁接合金具1を介して連結され
る。この際、柱梁接合金具1の金具本体10の2つの垂直
壁11,12および補助部材30の2つの垂直壁31,32は角筒形
状をなし、かつ、その角筒形状の上下面に対応する端面
部材21,22が従来のダイヤフラムの役割を果たすから、
重荷重にも十分耐え得る柱と梁との連結が行える。しか
も、柱内作業となる内ダイヤフラムの溶接作業を無くす
ことができる。Therefore, according to this embodiment, the pillar 2 and the beams 3 and 4 in the housing unit are connected via the pillar-beam joint fitting 1. At this time, the two vertical walls 11 and 12 of the metal fitting body 10 of the pillar-beam joining metal fitting 1 and the two vertical walls 31 and 32 of the auxiliary member 30 have a rectangular tube shape, and correspond to the upper and lower surfaces of the rectangular tube shape. Since the end surface members 21 and 22 that perform the role of the conventional diaphragm,
It is possible to connect columns and beams that can withstand heavy loads. Moreover, it is possible to eliminate the welding work of the inner diaphragm, which is the work inside the pillar.
また、端面部材22の内面に補強部材40を固着するとと
もに、この補強部材40と補助部材30との間に略三角形状
を補強部材50を起立させた状態で固着するようにしたの
で、住宅ユニットの上下接合部の強度を高めることがで
きる。Further, the reinforcing member 40 is fixed to the inner surface of the end surface member 22, and a substantially triangular shape is fixed between the reinforcing member 40 and the auxiliary member 30 in a state where the reinforcing member 50 is erected. The strength of the upper and lower joints can be increased.
また、金具本体10の製造に当たっては、板材をL字形
に折曲して直交する2つの垂直壁11,12を有する金具本
体10を製造するようにしたので、金具本体を型から成形
する場合より安価に製造することができるとともに、2
つの垂直壁11,12の直角度を精度よく加工できる。Further, in manufacturing the metal fitting body 10, since the metal plate body is bent into an L-shape to manufacture the metal fitting body 10 having the two vertical walls 11 and 12 which are orthogonal to each other, the metal fitting body 10 is molded more than the case of molding. It can be manufactured at low cost and 2
The perpendicularity of two vertical walls 11 and 12 can be processed with high precision.
また、金具本体10に対して、端面部材21、,22、補助
部材30および補強部材40,50をそれぞれ溶接により固着
して一体構造としたので、より高い剛性を備えた構造体
に形成することができる。しかも、それらの溶接作業を
全て外方から行うことができるので、溶接作業を容易に
かつ能率的に行うことができる。Further, since the end face members 21, 22, 22, the auxiliary member 30, and the reinforcing members 40, 50 are fixed to the metal fitting body 10 by welding, respectively, an integrated structure can be formed, so that a structure having higher rigidity can be formed. You can Moreover, since all of these welding operations can be performed from the outside, the welding operations can be performed easily and efficiently.
なお、本発明は、上記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、改良は本
発明に含まれるものである。It should be noted that the present invention is not limited to the above-described embodiments, and modifications and improvements within a range in which the object of the present invention can be achieved are included in the present invention.
例えば、梁接続部15,16については、上記実施例で述
べた構成に限られるものではなく、第4図に示す構成で
もよい。これは、各梁接続部15,16を構成するガイド縁1
1A,21A,22A、12B,21B,22Bを各梁3,4の長手方向へそれぞ
れ延長するとともに、互いに嵌合する上面側の部材に長
孔61A,62A、61B,62Bをそれぞれ形成したものである。つ
まり、梁3の上フランジに長孔61Aを、ガイド縁22Aに長
孔62Aを、梁4の上下フランジに長孔61B,62Bをそれぞれ
形成したものである。従って、この場合には、これらの
長孔61A,62A、61B,62Bから梁3,4を柱梁接合金具1に下
向きで溶接することができる。For example, the beam connecting portions 15 and 16 are not limited to the configuration described in the above embodiment, and may have the configuration shown in FIG. This is the guide edge 1 that makes up each beam connection 15,16.
1A, 21A, 22A, 12B, 21B, 22B is extended in the longitudinal direction of each beam 3, 4, respectively, and long holes 61A, 62A, 61B, 62B are formed in the members on the upper surface side that fit together. is there. That is, the long hole 61A is formed in the upper flange of the beam 3, the long hole 62A is formed in the guide edge 22A, and the long holes 61B, 62B are formed in the upper and lower flanges of the beam 4, respectively. Therefore, in this case, the beams 3 and 4 can be welded downward from the elongated holes 61A, 62A, 61B, and 62B to the beam-column joint fitting 1.
また、本発明の柱梁接合金具が適用できる住宅ユニッ
トは、上述した実施例のボックス型の骨組みに限らず、
上方の梁が溶接されていない、いわゆるU型の骨組みに
も適用できる。Further, the housing unit to which the beam-column joint fitting of the present invention can be applied is not limited to the box-type frame of the above-mentioned embodiment,
It can also be applied to a so-called U-shaped frame in which the upper beam is not welded.
以上の通り、本発明の柱梁接合金具によれば、柱内で
の溶接作業を不要にできるとともに、重荷重にも十分耐
え得る柱と梁との連結を行える。As described above, according to the beam-column joint fitting of the present invention, welding work in the column can be eliminated, and the column and the beam that can sufficiently withstand a heavy load can be connected.
また、本発明の製造方法によれば、上記柱梁接合金具
を安価にかつ精度よく製造でき、しかも、より高い剛性
を備えた構造体として製造することができる。Moreover, according to the manufacturing method of the present invention, the above-described beam-column joint fitting can be manufactured inexpensively and accurately, and can be manufactured as a structure having higher rigidity.
第1図〜第3図は本発明の一実施例を示すもので、第1
図は柱梁接合金具と柱および梁との関係を示す斜視図、
第2図はその柱梁接合金具の分解斜視図、第3図は住宅
ユニットの骨組みの作業工程を示す説明図である。第4
図は本発明の変形例における柱梁接合金具と柱および梁
との関係を示す斜視図である。第5図および第6図はそ
れぞれ従来の柱と梁との異なる接続構造を示す斜視図で
ある。 1……柱梁接合金具、2……柱、3,4……梁、6……住
宅ユニット、10……金具本体、11,12……垂直壁、14…
…接続面、15……一方の梁接続部、16……他方の梁接続
部、21,22……端面部材、30……補助部材。1 to 3 show an embodiment of the present invention.
The figure is a perspective view showing the relationship between the pillar-beam joint fitting and the pillar and the beam.
FIG. 2 is an exploded perspective view of the beam-column joint fitting, and FIG. 3 is an explanatory view showing a working process of the frame of the housing unit. Fourth
The figure is a perspective view showing a relationship between a pillar-beam joint fitting and pillars and beams in a modification of the present invention. FIG. 5 and FIG. 6 are perspective views showing conventional connection structures of columns and beams, respectively. 1 …… Column-beam joining metal fittings, 2 …… Pillars, 3,4 …… Beams, 6 …… Housing units, 10 …… Metal fitting body, 11,12 …… Vertical walls, 14…
… Connecting surface, 15 …… One beam connecting part, 16 …… Other beam connecting part, 21,22 …… End face member, 30 …… Auxiliary member.
Claims (2)
結される複数本の梁を含み構成される住宅ユニットにお
ける柱梁接合金具であって、 直交する2つの垂直壁を有するL字形とされた金具本体
と、 この金具本体の上下端面に互いに平行して固着され、こ
の片側外面に柱が接続可能にされるとともに、金具本体
の各垂直壁先端部とともに梁が接続可能な一対の梁接続
部を形成する一対の端縁部材と、 この一対の端面部材の間でかつ前記金具本体の2つの垂
直壁角部開放側に固着されその2つの垂直壁とともに略
角筒形状を形成する断面L字形の補助部材と、 を具備したことを特徴とする住宅ユニットにおける柱梁
接合金具。1. A pillar-beam joining metal fitting in a housing unit configured to include a plurality of pillars and a plurality of beams connected between end portions of the pillars, the pillar-beam joining metal fitting having two orthogonal vertical walls. A bracket-shaped metal body and a pair of metal members that are fixed to the upper and lower end surfaces of the metal body in parallel with each other. And a pair of end edge members forming the beam connection portion, and fixed between the pair of end surface members and on the open side of the two vertical wall corners of the metal fitting body to form a substantially rectangular tubular shape together with the two vertical walls. A column-beam joint fitting in a housing unit, comprising: an auxiliary member having an L-shaped cross section.
結される複数本の梁を含み構成される住宅ユニットにお
ける柱梁接合金具の製造方法であって、 板材をL字形に折曲して直交する2つの垂直壁を有する
金具本体を形成し、 この金具本体の上下端面に、その片側外面に柱が接続可
能にされるとともに、金具本体の各垂直壁先端部ととも
に梁が接続可能な一対の梁接続部を形成する一対の端面
部材を互いに平行に溶接し、 この一対の端面部材の間でかつ前記金具本体の2つの垂
直壁角部開放側に、その2つの垂直壁とともに略角筒形
状を形成する断面L字形の補助部材を溶接した、 ことを特徴とする住宅ユニットにおける柱梁接合金具の
製造方法。2. A method of manufacturing a pillar-beam joining metal fitting in a housing unit comprising a plurality of pillars and a plurality of beams connected between the ends of the pillars, wherein a plate material is folded into an L shape. A metal fitting main body having two vertical walls that are bent at right angles is formed, and a pillar can be connected to the upper and lower end surfaces of the metal fitting main body on one outer surface of the metal fitting main body, and a beam is connected to each vertical wall tip of the metal fitting main body. A pair of end face members forming a possible pair of beam connection parts are welded in parallel to each other, and between the pair of end face members and on the two vertical wall corner open sides of the metal fitting body together with the two vertical walls. A method of manufacturing a beam-column joint fitting in a housing unit, wherein an auxiliary member having an L-shaped cross section that forms a substantially rectangular tube shape is welded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP33258790A JPH0829463B2 (en) | 1990-11-28 | 1990-11-28 | Beam-column joint fitting in a housing unit and method of manufacturing the same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP33258790A JPH0829463B2 (en) | 1990-11-28 | 1990-11-28 | Beam-column joint fitting in a housing unit and method of manufacturing the same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04201027A JPH04201027A (en) | 1992-07-22 |
| JPH0829463B2 true JPH0829463B2 (en) | 1996-03-27 |
Family
ID=18256605
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP33258790A Expired - Lifetime JPH0829463B2 (en) | 1990-11-28 | 1990-11-28 | Beam-column joint fitting in a housing unit and method of manufacturing the same |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0829463B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200482623Y1 (en) * | 2016-07-15 | 2017-02-27 | 주식회사호성이엔씨 | Channel combine structure for ceiling board |
-
1990
- 1990-11-28 JP JP33258790A patent/JPH0829463B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04201027A (en) | 1992-07-22 |
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