JPH0819718B2 - Joining members for columns and beams in housing units - Google Patents
Joining members for columns and beams in housing unitsInfo
- Publication number
- JPH0819718B2 JPH0819718B2 JP19178690A JP19178690A JPH0819718B2 JP H0819718 B2 JPH0819718 B2 JP H0819718B2 JP 19178690 A JP19178690 A JP 19178690A JP 19178690 A JP19178690 A JP 19178690A JP H0819718 B2 JPH0819718 B2 JP H0819718B2
- Authority
- JP
- Japan
- Prior art keywords
- joining member
- main body
- beams
- shaped
- housing 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.)
- Expired - Fee Related
Links
- 238000005304 joining Methods 0.000 title claims description 57
- 238000005452 bending Methods 0.000 claims description 6
- 238000003466 welding Methods 0.000 description 22
- 239000000463 material Substances 0.000 description 16
- 230000000694 effects Effects 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (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形成される住
宅ユニットにおける柱と梁との接合部材に関する。Description: TECHNICAL FIELD The present invention relates to a joint member for a pillar and a beam in a housing unit formed by connecting a plurality of pillars and a beam.
近年、ボックス状等に形成された複数の住宅ユニット
を積層して住宅を構築する工業化住宅が知られている。
この住宅ユニットの骨組みは、複数本の柱と梁とを連結
して形成される。これらの柱と梁との連結は、例えば、
実公昭59−16402号公報に示されるように、直接、溶接
するか、Cチャンネル材からなる仕口を介して溶接する
等により行われている。In recent years, industrialized houses are known in which a plurality of housing units formed in a box shape or the like are stacked to construct a house.
The frame of this housing unit is formed by connecting a plurality of columns and beams. The connection between these columns and beams is, for example,
As shown in Japanese Utility Model Publication No. 59-16402, it is carried out by welding directly, or by welding through a joint made of C channel material.
すなわち、直接溶接するものは、第8図に示されるよ
うに、柱101の端部における隣接する側面に、それぞれ
梁102が溶接される。これらの梁102は、Cチャンネル材
から構成され、縦方向に配設されるウェブ102Aの上下に
フランジ102Bが一体に形成されている。これらのフラン
ジ102Bが溶接される部分の柱101には、それぞれ強度補
強用の端部ダイヤフラム103及び内ダイヤフラム104がそ
れぞれ溶接される。That is, in the case of direct welding, as shown in FIG. 8, the beams 102 are welded to the adjacent side surfaces at the ends of the columns 101, respectively. These beams 102 are made of C-channel material, and flanges 102B are integrally formed on the upper and lower sides of a web 102A arranged in the vertical direction. An end diaphragm 103 and an inner diaphragm 104 for reinforcing strength are respectively welded to the columns 101 of the portions to which the flanges 102B are welded.
しかしながら、柱101へのダイヤフラム103,104、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れるた
め、極めて作業性が悪く、困難な作業であった。However, the welding of the diaphragms 103 and 104, particularly the inner diaphragm 104, to the pillar 101 is performed inside the narrow pillar 101 and at a position that is inward from the end to some extent, so that the workability is extremely poor and difficult work is performed. Met.
このため、第9図に示されるように、柱106の一側面
に、柱106の側面の幅とほぼ等しい幅を基端部に有し、
先端部をこれより狭い幅にされたCチャンネル材からな
る仕口部材107を溶接し、この仕口部材107に梁108を溶
接するようにして、ダイヤフラムを省略した構造が提案
されている。For this reason, as shown in FIG. 9, one side surface of the pillar 106 has a width at the base end portion that is substantially equal to the width of the side surface of the pillar 106,
A structure has been proposed in which a diaphragm is omitted by welding a joint member 107 made of a C channel material having a width narrower than that of the tip portion and welding a beam 108 to the joint member 107.
前記第9図に示される構造では、仕口部材107が柱106
に広い幅で溶接されるため、軽荷重の場合には、確かに
ダイヤフラムは不要となる。しかしながら、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るものではないという問題点が
ある。In the structure shown in FIG. 9, the connecting member 107 is the pillar 106.
Since it is welded over a wide width, the diaphragm is certainly not necessary for light loads. However, when the beam 108 receives a heavy load, there is a problem that sufficient strength cannot be secured without the diaphragm.
本発明の目的は、溶接作業が容易で、かつ、重荷重に
も十分耐え得る柱と梁との連結を行なえる接合部材を提
供するにある。An object of the present invention is to provide a joining member which can be easily connected to a column and a beam, which can be easily welded and can withstand a heavy load.
本発明は、複数本の柱とこれらの柱の端部間に掛け渡
される複数本の梁とにより住宅ユニットが形成され、こ
の住宅ユニットにおける柱と梁との接合部材であって、
縦断面コ字形の部材をコ字形の開放側を内側にして平面
略L字状に折曲げた形状にされるとともに、この折曲げ
部の水平外面に柱が接続可能にされ、かつコ字形の各端
部に梁が接続可能にされた接合部材本体と、この接合部
材本体の前記折曲げ部の開放側に溶着されてこの折曲げ
部の垂直外壁とで略角柱形状を形成する平断面L字形状
の補助部材とを具備して構成されたことを特徴とする住
宅ユニットにおける柱と梁との接合部材である。The present invention, a housing unit is formed by a plurality of pillars and a plurality of beams spanned between the end portions of these pillars, a joint member between the pillar and the beam in this housing unit,
A member having a U-shaped vertical cross section is bent into a substantially L-shaped plane with the open side of the U-shaped inside, and a column can be connected to the horizontal outer surface of this bent portion, and the U-shaped A flat cross-section L forming a substantially prismatic shape with a joining member main body having a beam connectable to each end and an open side of the bending portion of the joining member main body and a vertical outer wall of the bending portion. It is a joint member of a pillar and a beam in a housing unit, characterized by comprising a character-shaped auxiliary member.
本発明において、接合部材本体における縦断面コ字形
の部材をコ字形の開放側を内側にして平面略L字状に折
曲げた形状とは、必ずしも実際に折曲げることを意味せ
ず、最終的な形状が略L字状になっていれば足りる。従
って、例えば、接合部材本体は、一対の部分部材を溶接
して製作してもよく、或いは鋳物等によって一体成形し
てもよい。In the present invention, a shape in which a member having a U-shaped vertical cross-section in the joining member body is bent into a substantially L-shaped plane with the open side of the U-shaped inside is not necessarily meant to be actually bent, It suffices if the shape is almost L-shaped. Therefore, for example, the joining member body may be manufactured by welding a pair of partial members, or may be integrally formed by casting or the like.
本発明においては、接合部材本体の前記折曲げ部の水
平外面に柱が接続されるから、この水平外面がダイヤフ
ラムの役割をし、重荷重にも十分に耐えることができ
る。また、接合部材本体の前記折曲げ部の開放側に溶着
される補助部材は、接合部材本体の折曲げ部の垂直外壁
とでほぼ角柱状をなし、あたかも、柱の延長部と見做す
ことができ、前記接合部材本体の折曲げ部の水平外面を
ダイヤフラムとして機能させる。In the present invention, since the column is connected to the horizontal outer surface of the bent portion of the joining member body, this horizontal outer surface serves as a diaphragm and can sufficiently bear a heavy load. Further, the auxiliary member welded to the open side of the bent portion of the joining member main body has a substantially prismatic shape with the vertical outer wall of the bent portion of the joining member main body, and should be regarded as an extension of the pillar. The horizontal outer surface of the bent portion of the joining member body functions as a diaphragm.
溶接作業は、接合部材本体と補助部材、接合部材本体
と柱及び梁ともに、全て外方からの作業となるため、き
わめて容易に行なえる。Since the welding work is performed from the outside for both the joining member main body and the auxiliary member, and the joining member main body and the pillars and beams, they can be performed very easily.
以下、本発明の実施例を図面に基づいて説明する。以
下に示す各実施例において、同一もしくは相当構成部分
には、同一の符号を用い、重複部分の説明を省略もしく
は簡略にする。Embodiments of the present invention will be described below with reference to the drawings. In each of the embodiments described below, the same reference numerals are used for the same or corresponding components, and the description of the overlapping portions will be omitted or simplified.
第1図ないし第3図には、本発明の第1実施例が示さ
れている。図において、本実施例に係る接合部材10は、
概略の形状が、縦断面コ字形の部材をコ字形の開放側を
内側にして平面ほぼL字状に折曲げられた形状とされた
接合部材本体11と、この接合部材本体11のL字状の折曲
げ部14の開放側に溶接される平断面L字形状の鋼材から
なる補助部材21とを備えている。1 to 3 show a first embodiment of the present invention. In the figure, the joining member 10 according to the present embodiment,
A joint member main body 11 having a general shape in which a member having a U-shaped vertical cross section is bent into a substantially L-shape in plan with the open side of the U-shape inside, and the L-shaped joint member main body 11. And an auxiliary member 21 made of steel material having an L-shaped cross section and welded to the open side of the bent portion 14.
前記接合部材本体11の折曲げ部14の垂直外壁11Aに直
交する上下の水平外面11Bのうち、図中上方の水平外面1
1Bには、正四角柱状の柱31が溶着可能にされ、一方、接
合部材本体11のコ字形の各端部には、それぞれ型鋼であ
るCチャンネル材からなる妻側及び桁側の梁32,33が溶
着可能にされている。Of the upper and lower horizontal outer surfaces 11B orthogonal to the vertical outer wall 11A of the bent portion 14 of the joining member main body 11, the upper horizontal outer surface 1 in the drawing is shown.
A square column 31 is welded to 1B, while the end portions of the U-shape of the joining member main body 11 are formed on the end portions of the girder side 32 and the girder side 32, each of which is made of a C channel material that is a type steel. 33 is weldable.
また、補助部材21は、接合部材本体11のL字形の折曲
げ部14の垂直外壁11Aとで、前記柱31と略等しい軸直交
断面を有する四角柱形状を形成するようにされている。The auxiliary member 21 and the vertical outer wall 11A of the L-shaped bent portion 14 of the joining member body 11 form a quadrangular prism shape having an axially orthogonal cross section substantially equal to the pillar 31.
前記接合部材本体11の下側の水平外面11Bには、補助
部材21が溶接される位置より外側であって、梁32,33が
溶接される位置と干渉しない位置に、複数、例えば左右
に各2個、計4個の接合用ボルト挿通孔15が設けられて
いる。これらのボルト挿通孔15は、接合部材10に柱31及
び梁32,33が溶接されて構成される住宅ユニットの骨組
(後に詳述)同士をボルト接合するためのものである。On the lower horizontal outer surface 11B of the joining member main body 11, outside the position where the auxiliary member 21 is welded, at a position where the beams 32 and 33 do not interfere with the position where they are welded, a plurality, for example, left and right, respectively. Two bolt insertion holes 15 are provided, four in total. These bolt insertion holes 15 are for bolting the frame (details described later) of the housing unit, which is formed by welding the pillar 31 and the beams 32, 33 to the joint member 10.
また、接合部材本体11は、第2,3図に示されるよう
に、前記L字状の折曲げ部14の頂角を通る線で二分割さ
れた一対の部分部材12,13を含んで構成されている。こ
れらの部分部材12,13は、型鋼であるCチャンネル材か
ら同一形状に形成されている。Further, as shown in FIGS. 2 and 3, the joining member main body 11 is configured to include a pair of partial members 12 and 13 divided into two parts by a line passing through the apex angle of the L-shaped bent portion 14. Has been done. These partial members 12 and 13 are formed in the same shape from a C channel material which is a type steel.
すなわち、部分部材12,13は、図中縦方向に配置され
たウェブ12A,13Aの上下両端にそれぞれ直交方向に延長
されたフランジ12B,13Bを備えて縦断面ほぼコ字状に形
成されている。また、各部分部材12,13のフランジ12B,1
3Bは、一端、すなわち、基端側が素材であるCチャンネ
ル材のフランジの幅とほぼ等しい広い幅から幅方向に対
し45度の角度に斜切された形状とされ、他端、すなわ
ち、先端側がこの幅より狭い幅から幅方向に対し290度
の角度に切断された形状とされている。この際、基端側
の素材の幅は、前記角柱状の柱31の幅のほぼ等しくさ
れ、従ってフランジ12B,13Bの斜切された切断面に沿っ
た幅は柱31の対角線の長さにほぼ等しくされている。That is, the partial members 12 and 13 are provided with flanges 12B and 13B extending in the orthogonal direction at the upper and lower ends of the webs 12A and 13A arranged in the vertical direction in the figure, and are formed in a substantially U-shape in vertical cross section. . In addition, the flanges 12B, 1 of each partial member 12, 13
3B has a shape in which one end, that is, the base end side is obliquely cut at an angle of 45 degrees with respect to the width direction from a wide width almost equal to the width of the flange of the C channel material that is the material, and the other end, that is, the tip end side. The width is narrower than this width and is cut at an angle of 290 degrees with respect to the width direction. At this time, the width of the material on the base end side is made substantially equal to the width of the prismatic column 31, and therefore the width along the obliquely cut surface of the flanges 12B, 13B is the length of the diagonal line of the column 31. Are almost equal.
前記各部分部材12,13は、その基端側が互いに溶着さ
れて接合部材本体11が形成される。従って、両部分部材
12,13のウェブ12A,13Aにより、接合部材本体11の折曲げ
部14の垂直外壁11Aが直角な2辺を形成するように構成
される。また、両部分部材12,13のフランジ12B,13Bによ
り、接合部材本体11の上下の水平外面11Bが構成され
る。Each of the partial members 12 and 13 has a base end side welded to each other to form a joint member body 11. Therefore, both parts
The vertical outer wall 11A of the bent portion 14 of the joining member main body 11 is constituted by the webs 12A and 13A of 12, 13 so as to form two right angles. Further, the upper and lower horizontal outer surfaces 11B of the joining member body 11 are constituted by the flanges 12B and 13B of the two partial members 12 and 13.
以上のように構成された接合部材10を用いて住宅ユニ
ットの骨組を形成する工程につき、第4図(A)〜
(C)を参照して説明する。FIG. 4A to FIG. 4A to FIG. 4C for the process of forming the frame of the housing unit using the joining member 10 configured as described above.
This will be described with reference to (C).
第4図(A)において、2本の柱31の両端にそれぞれ
接合部材10を所定の向きで溶接するとともに、これらの
接合部材10のコ字形の端部間に梁32を溶接して妻側フレ
ーム41を形成する。In FIG. 4 (A), the joining member 10 is welded to both ends of the two columns 31 in a predetermined direction, and the beam 32 is welded between the U-shaped ends of these joining members 10 to form the end side. The frame 41 is formed.
次に、第4図(B)に示されるように、2個の妻側フ
レーム41を互いに向い合せに配置するとともに、前記妻
側の梁32より長尺の桁側の梁33を、前記2個の妻側フレ
ーム41における各接合部材10のコ字形の端部に溶接す
る。これにより、第4図(C)に示されるように、ボッ
クス型の住宅ユニットの骨組40が形成される。Next, as shown in FIG. 4 (B), two end-side frames 41 are arranged to face each other, and a girder-side beam 33 longer than the end-side beam 32 is attached to Welded to the U-shaped ends of the joining members 10 in the individual end-side frames 41. As a result, as shown in FIG. 4C, the frame 40 of the box-type housing unit is formed.
このようにして形成された骨組40には、必要に応じて
床材、天井材、壁材が取付けられ、更に作り付けの家具
等の内装品が取付けられて住宅ユニットが構成される。
この住宅ユニットは、適宜組合わせられてユニット住宅
とされる。この各住宅ユニットの上下方向の連結は、接
合部材本体11に設けられたボルト挿入孔15にボルトを挿
通し、ナット締めして行われる。A floor material, a ceiling material, and a wall material are attached to the skeleton 40 formed in this way as needed, and further interior parts such as built-in furniture are attached to form a housing unit.
This housing unit is appropriately combined into a unit housing. The connection of each housing unit in the vertical direction is performed by inserting a bolt into a bolt insertion hole 15 provided in the joint member main body 11 and tightening a nut.
なお、骨組40の形成にあたり、第1図に二点鎖線で示
されるように、接合部材本体11の上下の水平外面11B
に、長孔11Cを設け、この長孔11Cを介して接合部材本体
11と梁32,33とを溶接し、溶接強度を大きくするように
してもよい。In forming the frame 40, as shown by the chain double-dashed line in FIG. 1, the upper and lower horizontal outer surfaces 11B of the joining member main body 11 are shown.
A long hole 11C is provided in the
11 and the beams 32, 33 may be welded to increase the welding strength.
前述のような本実施例によれば、次のような効果があ
る。According to this embodiment as described above, there are the following effects.
すなわち、住宅ユニットの骨組40における柱31及び梁
32,33は、接合部材10を介して外方から接合されるか
ら、柱内作業となる内ダイヤフラムの溶接作業が不要と
なって作業が容易になり、作業能率を向上できる。しか
も、接合部材10には、接合部材本体11のL字形の折曲げ
部14の垂直外壁11Aと補助部材21とで略角柱形状が形成
されており、かつ、この角柱形状の端部には、部分部材
12,13のフランジ12B,13Bによって水平外面11Bが形成さ
れているから、この水平外面11Bが、従来構造における
ダイヤフラムの役目をなし、十分な強度を発揮でき、重
荷重に耐えることができる。That is, the columns 31 and the beams in the frame 40 of the housing unit.
Since 32 and 33 are joined from the outside via the joining member 10, the welding work of the inner diaphragm, which is the work inside the pillar, is not required, and the work is facilitated and the work efficiency can be improved. Moreover, the joining member 10 has a substantially prismatic shape formed by the vertical outer wall 11A of the L-shaped bent portion 14 of the joining member main body 11 and the auxiliary member 21, and the end portion of this prismatic shape is Partial member
Since the horizontal outer surface 11B is formed by the flanges 12B and 13B of 12, 13, the horizontal outer surface 11B serves as a diaphragm in the conventional structure, can exhibit sufficient strength, and can bear a heavy load.
また、接合部材本体11は、型鋼から容易に製作できる
2個の部分部材12,13を溶接して製作されているから、
きわめて安価に提供できる。Moreover, since the joining member body 11 is made by welding two partial members 12 and 13 that can be easily made from the shape steel,
It can be provided at extremely low cost.
この接合部材本体11と補助部材21との溶接も外方から
行なえるから、作業を容易に行なえる。Since the welding of the joining member main body 11 and the auxiliary member 21 can also be performed from the outside, the work can be easily performed.
更に、本実施例における全体の溶接作業量は、内、外
2枚のダイヤフラムを用いるものに比べると、その溶接
量を少なくできて安価に提供でき、しかも、溶接箇所の
確認も容易であるから、品質を安定化できる。Further, the total amount of welding work in this embodiment is smaller than that of the one using two inner and outer diaphragms and can be provided at low cost, and the confirmation of the welding location is easy. , The quality can be stabilized.
第5図には、本発明の第2実施例が示されている。 FIG. 5 shows a second embodiment of the present invention.
本実施例においては、接合部材本体11を、部分部材を
用いることなく、鋳物等により一体に形成した一体成形
品としており、この接合部材本体11に断面L字形の補助
部材21が溶接されて接合部材10が構成されている。In the present embodiment, the joining member main body 11 is an integrally molded product integrally formed by casting without using a partial member, and an auxiliary member 21 having an L-shaped cross section is welded and joined to the joining member main body 11. The member 10 is configured.
このようにして構成された接合部材10の一方の水平外
面11Bには、柱31が溶着され、かつ、コ字形の各端部に
は梁32,33が接合部材10の外方から被嵌されて溶着され
る。A column 31 is welded to one horizontal outer surface 11B of the joining member 10 thus configured, and beams 32 and 33 are fitted from the outside of the joining member 10 to the U-shaped ends of the joining member 10. Are welded together.
このように構成された本実施例においても、前記第1
実施例と同様な効果を奏することができる。また、接合
部材本体11を鋳物で作ることにより、溶接作業量及び部
分点数を減らすことができ、より安価、かつ、品質の安
定化を図ることができる。Also in the present embodiment configured in this way, the first
The same effect as the embodiment can be obtained. In addition, since the joining member main body 11 is made of cast metal, the amount of welding work and the number of partial points can be reduced, and the cost can be reduced and the quality can be stabilized.
第6図と第7図には、本発明の第3実施例が示されて
いる。A third embodiment of the invention is shown in FIGS. 6 and 7.
本実施例に係る接合部材10は、接合部材本体11と、こ
の接合部材本体11の開放側に溶接される補助部材21と、
この接合部材本体11の上下の水平外面11Bのうちの一方
に溶接された仕口部材60とよりなり、この実施例では接
合部材本体11の一方の水平外面11Bに仕口部材60を介し
て柱31が接続されるようになっている。The joining member 10 according to the present embodiment is a joining member main body 11, and an auxiliary member 21 welded to the open side of the joining member main body 11,
The joint member main body 11 is composed of a joint member 60 welded to one of the upper and lower horizontal outer surfaces 11B. In this embodiment, the joint member main body 11 is provided on one horizontal outer surface 11B of the joint member 60 with the joint member 60 interposed therebetween. 31 is designed to be connected.
前記接合部材本体11は、それぞれがウェブ53A,54Aと
上下両端のフランジ53B,54Bとを有している一対の部分
部材53,54を含んで構成され、これらの部分部材53,54を
溶接することによって接合部材本体11が作られる。一方
の部分部材53のフランジ53Bは、ウェブ53Aの先端からウ
ェブ53A長手方向途中までの長さL1を有し、他方の部分
部材54のフランジ54Bは、ウェブ54A全長に亘る長さL2を
有する。また、この他方の部分部材54のフランジ54Bの
幅は、一方の部分部材53のフランジ53Bが設けられてい
ない部分の長さL3と同じである。一対の部分部材53,54
の溶接は、部分部材54のフランジ54Bの後端部を一方の
部分部材53のフランジ53Bが設けられていないウェブ53A
の上下端部に当接させて行われ、これにより両フランジ
53B,54Bで接合部材本体11の上下の水平外面11Bが形成さ
れ、また両ウェブ53A,54Aで接合部材本体11の折曲げ部
の垂直外壁11Aが形成される。The joining member main body 11 is configured to include a pair of partial members 53, 54 each having webs 53A, 54A and flanges 53B, 54B at upper and lower ends, and these partial members 53, 54 are welded. Thus, the joining member body 11 is made. The flange 53B of the one partial member 53 has a length L 1 from the tip of the web 53A to the midway in the longitudinal direction of the web 53A, and the flange 54B of the other partial member 54 has a length L 2 over the entire length of the web 54A. Have. The width of the flange 54B of the other partial member 54 is the same as the length L 3 of the portion of the one partial member 53 where the flange 53B is not provided. A pair of partial members 53, 54
The welding is performed by connecting the rear end portion of the flange 54B of the partial member 54 to the web 53A in which the flange 53B of one partial member 53 is not provided.
Abutting the upper and lower ends of the
53B and 54B form the upper and lower horizontal outer surfaces 11B of the joining member body 11, and the webs 53A and 54A form the vertical outer wall 11A of the bent portion of the joining member body 11.
部分部材53,54の先端部には段部55,56が設けられ、こ
れらの段部55,56に梁32,33の端部が嵌合されて部分部材
53,54との溶接が行われる。また、仕口部材60にも段部5
7が設けられ、この段部57に柱31の端部が嵌合されて仕
口部材60との柱31との溶接が行われる。このような段部
55,56,57を部分部材53,54と仕口部材60に設けることに
より、部分部材53,54と梁32,33との溶接及び仕口部材60
と柱31との溶接を裏当て部材を用いることなく強固、か
つ確実に行うことができる。Stepped portions 55, 56 are provided at the tip ends of the partial members 53, 54, and the end portions of the beams 32, 33 are fitted to these stepped portions 55, 56 so that the partial members
Welding with 53,54 is performed. In addition, the connecting member 60 also has a stepped portion 5
7 is provided, and the end portion of the column 31 is fitted into this step 57 to weld the joint member 60 to the column 31. Such a step
By providing 55, 56, 57 to the partial members 53, 54 and the connecting member 60, the welding of the partial members 53, 54 and the beams 32, 33 and the connecting member 60.
The welding of the column 31 and the pillar 31 can be performed firmly and surely without using a backing member.
部分部材53,54は、Cチャンネル材を切断等して製作
してもよいが、板材を曲げ加工等して製作してもよい。
また、仕口部材60は、角柱材を切断等して製作してもよ
いが、対角線で分割される2個のL字状部分部材の溶接
により製作してもよく、このようにすれば仕口部材60は
板材をL字状に曲げ加工等によって製作できるようにな
る。The partial members 53 and 54 may be manufactured by cutting a C channel material or the like, or may be manufactured by bending a plate material.
Further, the connecting member 60 may be manufactured by cutting a prismatic material or the like, but may be manufactured by welding two L-shaped partial members divided by a diagonal line. The mouth member 60 can be manufactured by bending a plate material into an L shape.
この第3実施例の接合部材10によっても、前記第1実
施例と同様の効果が得られる。With the joining member 10 of the third embodiment, the same effect as that of the first embodiment can be obtained.
なお、本発明は前記各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。The present invention is not limited to the above-mentioned respective embodiments, and modifications and improvements within a range in which the object of the present invention can be achieved,
It is included in the present invention.
例えば、本発明の接合部材10が適用される住宅ユニッ
トは、前記実施例のようにボックス型の骨組40に限ら
ず、上方の梁が溶接されない所謂U型の骨組にも適用で
きるものである。For example, the housing unit to which the joining member 10 of the present invention is applied is not limited to the box-shaped frame 40 as in the above-described embodiment, but can be applied to a so-called U-shaped frame in which the upper beam is not welded.
前述のような本実施例によれば、溶接作業が容易で、
かつ、十分な強度も確保できるという効果がある。According to the present embodiment as described above, the welding work is easy,
In addition, there is an effect that sufficient strength can be secured.
第1図は本発明の第1実施例を示す一部を切欠いた斜視
図、第2図は前記実施例の分解斜視図、第3図は前記実
施例に用いられる部分部材の斜視図、第4図(A)〜
(C)は前記実施例が用いられる住宅ユニットの骨組の
作業工程説明図、第5図は本発明の第2実施例を示す一
部を切欠いた斜視図、第6図は本発明の第3実施例に係
る接合部材の斜視図、第7図はこの接合部材の分解斜視
図、第8図及び第9図は柱と梁との従来の異なる接続構
造を示す斜視図である。 10……接合部材、11……接合部材本体、11A……折曲げ
部の垂直外壁、11B……水平外面、12,13,53,54……部分
部材、21……補助部材、31……柱、32,33……梁、40…
…住宅ユニットの骨組。FIG. 1 is a partially cutaway perspective view showing a first embodiment of the present invention, FIG. 2 is an exploded perspective view of the embodiment, and FIG. 3 is a perspective view of a partial member used in the embodiment. Figure 4 (A) ~
(C) is an explanatory view of a working process of a frame of a housing unit in which the embodiment is used, FIG. 5 is a partially cutaway perspective view showing a second embodiment of the present invention, and FIG. 6 is a third view of the present invention. FIG. 7 is a perspective view of a joining member according to an embodiment, FIG. 7 is an exploded perspective view of the joining member, and FIGS. 8 and 9 are perspective views showing different conventional connection structures of columns and beams. 10 …… Joining member, 11 …… Joining member main body, 11A …… Vertical outer wall of bent portion, 11B …… Horizontal outer surface, 12,13,53,54 …… Partial member, 21 …… Auxiliary member, 31 …… Pillars, 32, 33 ... Beams, 40 ...
… The skeleton of a residential unit.
Claims (4)
される複数本の梁とにより住宅ユニットが形成され、こ
の住宅ユニットにおける柱と梁との接合部材であって、
縦断面コ字形の部材をコ字形の開放側を内側にして平面
略L字状に折曲げた形状にされるとともに、この折曲げ
部の水平外面に柱が接続可能にされ、かつコ字形の各端
部に梁が接続可能にされた接合部材本体と、この接合部
材本体の前記折曲げ部の開放側に溶着されてこの折曲げ
部の垂直外壁とで略角柱形状を形成する平断面L字形状
の補助部材とを具備して構成されたことを特徴とする住
宅ユニットにおける柱と梁との接合部材。Claim: What is claimed is: 1. A housing unit is formed by a plurality of pillars and a plurality of beams bridged between end portions of the pillars, and is a joining member between the pillars and the beams in the housing unit.
A member having a U-shaped vertical cross section is bent into a substantially L-shaped plane with the open side of the U-shaped inside, and a column can be connected to the horizontal outer surface of this bent portion, and the U-shaped A flat cross-section L forming a substantially prismatic shape with a joining member main body having a beam connectable to each end and an open side of the bending portion of the joining member main body and a vertical outer wall of the bending portion. A joint member for a pillar and a beam in a housing unit, comprising a character-shaped auxiliary member.
合部材本体は、前記折曲げ部の頂角を通る線で二分割さ
れた一対の部分部材を含んで構成されたことを特徴とす
る住宅ユニットにおける柱と梁との接合部材。2. The joining member according to claim 1, wherein the joining member main body includes a pair of partial members divided into two parts by a line passing through an apex angle of the bent portion. A joint member between columns and beams in a housing unit.
合部材本体は、一体成形品よりなることを特徴とする住
宅ユニットにおける柱と梁との接合部材。3. The joint member according to claim 1, wherein the joint member main body is an integrally molded product, and the joint member is a pillar and a beam in a housing unit.
合部材本体は、それぞれがウェブと上下両端のフランジ
とを有する一対の部分部材を含んで構成されているとと
もに、一方の部分部材のフランジは、ウェブの先端から
ウェブ長手方向途中までの長さを有し、他方の部分部材
のフランジは、ウェブ全長に亘る長さを有していること
を特徴とする住宅ユニットにおける柱と梁との接合部
材。4. The joining member according to claim 1, wherein the joining member main body includes a pair of partial members each having a web and flanges at the upper and lower ends, and the flange of one partial member. Has a length from the front end of the web to the middle of the web longitudinal direction, and the flange of the other partial member has a length over the entire web length. Joining member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19178690A JPH0819718B2 (en) | 1989-12-20 | 1990-07-18 | Joining members for columns and beams in housing units |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1-332298 | 1989-12-20 | ||
| JP33229889 | 1989-12-20 | ||
| JP19178690A JPH0819718B2 (en) | 1989-12-20 | 1990-07-18 | Joining members for columns and beams in housing units |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03224926A JPH03224926A (en) | 1991-10-03 |
| JPH0819718B2 true JPH0819718B2 (en) | 1996-02-28 |
Family
ID=26506900
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP19178690A Expired - Fee Related JPH0819718B2 (en) | 1989-12-20 | 1990-07-18 | Joining members for columns and beams in housing units |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0819718B2 (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04285230A (en) * | 1991-03-15 | 1992-10-09 | Sekisui Chem Co Ltd | Column-beam joint part joining method |
| CN108360683B (en) | 2013-02-22 | 2021-07-06 | Z-模块控股公司 | Modular building unit and method of constructing and transporting a modular building unit |
| PL3137695T3 (en) * | 2014-04-30 | 2021-06-14 | Z-Modular Holding, Inc | Structural modular building connector |
| MX2017013296A (en) | 2015-04-15 | 2018-08-28 | Vectorbloc Corp | Connector for modular building structure. |
| EP4269722B1 (en) | 2015-08-14 | 2026-02-11 | Z-Modular Holding, Inc | Connector for a modular building |
| CA167636S (en) | 2016-03-18 | 2017-05-31 | Vectorbloc Corp | Structural modular building connector |
| AU2018209123B2 (en) | 2017-01-19 | 2023-11-30 | Z-Modular Holding, Inc. | Modular building connector |
| EP3821087B1 (en) | 2018-07-12 | 2025-03-19 | Z-Modular Holding, Inc | Locating pin assembly for a modular frame |
-
1990
- 1990-07-18 JP JP19178690A patent/JPH0819718B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03224926A (en) | 1991-10-03 |
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