JPH0333843Y2 - - Google Patents

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Publication number
JPH0333843Y2
JPH0333843Y2 JP6387584U JP6387584U JPH0333843Y2 JP H0333843 Y2 JPH0333843 Y2 JP H0333843Y2 JP 6387584 U JP6387584 U JP 6387584U JP 6387584 U JP6387584 U JP 6387584U JP H0333843 Y2 JPH0333843 Y2 JP H0333843Y2
Authority
JP
Japan
Prior art keywords
piece
pillar
column
wall
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.)
Expired
Application number
JP6387584U
Other languages
Japanese (ja)
Other versions
JPS60174702U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP6387584U priority Critical patent/JPS60174702U/en
Publication of JPS60174702U publication Critical patent/JPS60174702U/en
Application granted granted Critical
Publication of JPH0333843Y2 publication Critical patent/JPH0333843Y2/ja
Granted legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Description

【考案の詳細な説明】 〔技術分野〕 この考案は、集合住宅の2階の建物外壁から突
出した廊下等における柱と梁の接合構造に関する
ものである。
[Detailed Description of the Invention] [Technical Field] This invention relates to a column-to-beam joint structure in a hallway or the like that protrudes from the outer wall of a building on the second floor of an apartment complex.

〔背景技術〕[Background technology]

従来、この種廊下において、廊下の外縁を支持
する支柱と、外縁の梁と、建物の外壁と前記支柱
とにわたつて設ける連結梁との接合を、第3図の
ようにしている。同図Aは上方から見た平面図で
あり、Bは正面図、Cは側面図、Dは拡大斜視図
である。図において、1は建物の外壁から離れて
立設された支柱である。支柱1の建物外壁側の面
1aに鋼板からなる接合部材2が溶接され、かつ
両側面に廊下の床パネル(図示せず)を受けるパ
ネル受け部材4が設けられている。接合部材2
は、同図Dに示すように4隅にボルト挿通孔2
a′を有して裏面が支柱1に溶接された梁接合板部
2aと、梁接合板部2aの中央下部から直角に突
接して中央にボルト挿通孔2b′を有した連結梁接
合片2bとからなる。この接合部材2に、廊下の
外縁に沿う一対の梁3をボルト締めで接合する。
このとき、支柱1の両側面に一対の梁3の端面を
当接させるとともに、パネル受け部材4を、上部
ボルト挿通孔2a′から挿通されたボルトにより同
時に固定する。パネル受け部材4は、同図Dに示
すようにパネル受け面4aと梁接合面4bからな
り各々にボルト挿通孔4a′,4b′を有している。
さらに梁3に直交する連結梁5を、2本の梁3の
間に挿入して、連結梁接合片2bに接合する。接
合は、連結梁5の先端の突片5aを連結梁接合片
2bに隣接させてボルト挿通孔2b′を介してボル
ト締めで行なわれる。
Conventionally, in this type of hallway, the columns that support the outer edge of the hallway, the beams on the outer edge, and the connecting beams that are provided across the outer wall of the building and the columns are joined as shown in FIG. In the figure, A is a plan view seen from above, B is a front view, C is a side view, and D is an enlarged perspective view. In the figure, reference numeral 1 indicates a support column erected away from the outer wall of the building. A joining member 2 made of a steel plate is welded to the surface 1a of the pillar 1 on the building exterior wall side, and panel receiving members 4 for receiving a hallway floor panel (not shown) are provided on both sides. Joining member 2
has bolt insertion holes 2 at the four corners as shown in figure D.
a' and whose back surface is welded to the support column 1; and a connecting beam joint piece 2b that protrudes at right angles from the lower center of the beam joint plate part 2a and has a bolt insertion hole 2b' in the center. It consists of. A pair of beams 3 along the outer edge of the hallway are joined to this joining member 2 by bolting.
At this time, the end surfaces of the pair of beams 3 are brought into contact with both side surfaces of the support column 1, and the panel receiving member 4 is simultaneously fixed with bolts inserted through the upper bolt insertion holes 2a'. As shown in Figure D, the panel receiving member 4 is composed of a panel receiving surface 4a and a beam joining surface 4b, each having bolt insertion holes 4a' and 4b'.
Further, a connecting beam 5 perpendicular to the beam 3 is inserted between the two beams 3 and joined to the connecting beam joining piece 2b. The joining is performed by placing the projecting piece 5a at the tip of the connecting beam 5 adjacent to the connecting beam joining piece 2b and tightening bolts through the bolt insertion hole 2b'.

このように構成された柱と梁の接合構造では、
支柱1部分から左右に延びた一対の梁3の端面間
に支柱1の横幅分の隙間6が形成されるため、支
柱1と梁3の納りが悪く、外観が損われるという
問題があつた。さらに接合部材2を工場で製作す
る場合、梁接合板部2aと連結梁接合片2bとを
溶接固着して行なうため製作に手間がかかるとい
う問題があつた。
In the joint structure of columns and beams configured in this way,
Since a gap 6 corresponding to the width of the pillar 1 is formed between the end faces of the pair of beams 3 extending left and right from the pillar 1 portion, there was a problem that the pillar 1 and the beam 3 did not fit well, and the appearance was impaired. . Furthermore, when the joining member 2 is manufactured in a factory, there is a problem that the manufacturing process is time-consuming because the beam joining plate portion 2a and the connecting beam joining piece 2b are fixed by welding.

〔考案の目的〕[Purpose of invention]

この考案の目的は、支柱と梁の納りが良く、か
つ接合部材が容易に製作できる柱と梁の接合構造
を提供することである。
The purpose of this invention is to provide a column-to-beam joint structure in which the columns and beams fit together well and the joint members can be easily manufactured.

〔考案の開示〕[Disclosure of invention]

この考案の柱と梁の接合構造は、支柱の外壁側
の表面に突設した連結梁接合部材に連結梁を接合
し、立片とこの立片の下部側縁で直角に折曲形成
した柱接合片とこの柱接合片の上縁で立片側へ水
平に折曲形成したパネル受け片とからなる梁接合
部材を準備し、立片を支柱の外壁側の表面に揃え
た状態で柱接合片で支柱の両側面に接合し、一対
の梁の端部外側面を、支柱の外壁側の表面および
立片に当接した状態で、立片に接合したことを特
徴とするものである。
The column-to-beam joint structure of this invention is such that the connecting beam is joined to the connecting beam joining member protruding from the surface of the outer wall of the pillar, and the column is bent at right angles between the vertical piece and the lower side edge of this vertical piece. Prepare a beam joint member consisting of a joint piece and a panel receiving piece bent horizontally toward the vertical side at the upper edge of this column joint piece. The structure is characterized in that the beams are joined to both sides of the support column, and the outer surfaces of the ends of the pair of beams are joined to the upright piece in a state in which they are in contact with the outer wall side surface of the support and the upright piece.

この考案の一実施例を第1図および第2図に基
づいて説明する。第1図は、集合住宅の2階を上
方から見た図である。10は階段、11は廊下、
12は各部屋を示している。廊下11は、建物の
外壁から離れて複数本並んで立設された支柱1
と、支柱1間に渡つて設けられた梁3および支柱
1から外壁13に向つて設けられた連結梁5等に
より構成されている。第2図は、第1図における
支柱1と梁3および連結梁5の接合部(第1図
A)における接合構造を示している。なお、第3
図の例と同一部分は同一符号を付してその説明を
省略する。支柱1の外壁13側の表面1aには連
結梁5を接合する連結梁接合部材15が立設され
ており、また連結梁接合部材15と略同じ高さで
支柱1の両側面1b,1cに一対の梁接合部材1
4が設けられている。梁接合部材14は同図Dに
示すように、立片14bと、この立片14bの下
部側縁で直角に折曲形成された柱接合片14a
と、この柱接合片14aの上縁で前記立片14b
側へ水平に折曲形成されたパネル受け片14cと
からなる。またこの梁接合片14は、立片14b
を支柱1の連結梁接合部材15と同じ側の表面1
aと揃えて柱接合片14aで支柱1に接合してい
る。梁3は支柱1の側面1aに支柱1と直交して
左右から挿入されて、その端部側面が立片14b
にボルト挿通孔14b′を介してボルトで接合され
ている。また連結梁5は、その先端の突片5a
を、梁3の間において連結梁接合部材15に隣接
させて、ボルト挿通孔15′を介してボルト締め
で接合されている。
An embodiment of this invention will be described based on FIGS. 1 and 2. FIG. 1 is a view of the second floor of an apartment complex viewed from above. 10 is the stairs, 11 is the hallway,
12 indicates each room. The corridor 11 consists of multiple pillars 1 that are erected in a line apart from the outer wall of the building.
, a beam 3 provided across the columns 1, a connecting beam 5 provided from the column 1 toward the outer wall 13, and the like. FIG. 2 shows the joint structure at the joint portion (FIG. 1A) of the column 1, the beam 3, and the connecting beam 5 in FIG. 1. In addition, the third
The same parts as in the example in the figure are given the same reference numerals, and the explanation thereof will be omitted. A connecting beam joining member 15 for joining the connecting beam 5 is installed on the surface 1a of the column 1 on the outer wall 13 side, and a connecting beam joining member 15 is provided on both sides 1b, 1c of the supporting column 1 at approximately the same height as the connecting beam joining member 15. A pair of beam joint members 1
4 are provided. The beam joint member 14, as shown in FIG.
And, at the upper edge of this column joint piece 14a, the vertical piece 14b
It consists of a panel receiving piece 14c that is horizontally bent to the side. Further, this beam joint piece 14 is a vertical piece 14b.
surface 1 on the same side as the connecting beam joint member 15 of the column 1
It is joined to the pillar 1 by a pillar joint piece 14a in alignment with the pillar 1. The beam 3 is inserted into the side surface 1a of the column 1 from the left and right, perpendicular to the column 1, and its end side surface is a vertical piece 14b.
It is joined with a bolt through a bolt insertion hole 14b'. Furthermore, the connecting beam 5 has a protruding piece 5a at its tip.
are connected between the beams 3 adjacent to the connecting beam joining member 15 by bolting through bolt insertion holes 15'.

このように構成された柱と梁の接合構造では、
支柱1部から左右に延びた2本の梁3の支柱1側
端部を、連結梁接合部材15および連結梁5の突
片5aに隣接させて支柱1に接合することがで
き、支柱1と梁3の納りを良くすることができ
る。そのため、外観が良く、デザイン的にも勝れ
ている。また、梁接合部材14が梁3の外面に位
置されているため、支柱1と梁3の接合を容易に
行なうことができる。さらに、この梁接合部材1
4を工場で製作する際、1枚の鋼板を一辺の中央
から鋼板の中心まで切断して、かつ折り曲げによ
つて形成できるため溶接当の手間がかからず容易
に製作できる。
In the joint structure of columns and beams configured in this way,
The ends of the two beams 3 extending left and right from the column 1 on the column 1 side can be joined to the column 1 adjacent to the connecting beam joining member 15 and the protruding piece 5a of the connecting beam 5. It is possible to improve the fit of the beam 3. Therefore, it has a good appearance and is superior in terms of design. Furthermore, since the beam joining member 14 is located on the outer surface of the beam 3, the support 1 and the beam 3 can be easily joined. Furthermore, this beam joint member 1
4 in a factory, it can be formed by cutting a single steel plate from the center of one side to the center of the steel plate and bending it, so it can be easily manufactured without the need for welding.

〔考案の効果〕[Effect of idea]

梁接合部材の柱接合片を支柱の両側面に接合
し、支柱の外壁側の表面に揃えるように配置した
梁接合部材の立片および支柱の外壁側の表面に、
一対の梁の端部外側面を当接して接合したので、
一対の梁の端部の間に隙間が発生せず、支柱と一
対の梁およよび連結梁との納まりを良くすること
ができる。
The column joint pieces of the beam joint member are joined to both sides of the column, and the vertical pieces of the beam joint member arranged so as to be aligned with the surface of the outer wall of the column and the surface of the outer wall of the column,
Since the outer surfaces of the ends of the pair of beams were brought into contact and joined,
No gap is generated between the ends of the pair of beams, and the support can be fitted well with the pair of beams and the connecting beam.

また、梁接合部材は、鋼板を切断および折曲げ
加工することにより立片および柱接合片を形成
し、この柱接合片の上縁を立片側へ水平に折曲げ
てパネル受け片を形成することができるので、溶
接等を行わなくとも容易に梁接合部材を製作する
ことができる。
In addition, for the beam joint member, a vertical piece and a column joint piece are formed by cutting and bending a steel plate, and a panel receiving piece is formed by horizontally bending the upper edge of this column joint piece to the vertical side. Therefore, the beam joint member can be easily manufactured without welding or the like.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの考案の一実施例の使用説明図、第
2図Aはその平面図、Bはその正面図、Cはその
側面図、Dはその接合部材の拡大図、第3図Aは
従来例の平面図、Bはその正面図、Cはその側面
図、Dはその拡大斜視図である。 1……支柱、3……梁、5……連結梁、14…
…梁接合部材、14a……柱接合片、14b……
立片、14c……パネル受け片、15……連結梁
接合部材。
Fig. 1 is an explanatory diagram of the use of an embodiment of this invention, Fig. 2 A is its plan view, B is its front view, C is its side view, D is an enlarged view of its joining member, and Fig. 3 A is A plan view of a conventional example, B is a front view thereof, C is a side view thereof, and D is an enlarged perspective view thereof. 1... Column, 3... Beam, 5... Connecting beam, 14...
...Beam joint member, 14a...Column joint piece, 14b...
Standing piece, 14c... Panel receiving piece, 15... Connecting beam joining member.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 建物の外壁から突出した廊下の外縁に位置して
立設された支柱と、前記廊下の外縁に沿つて前記
支柱の両側に延びる一対の梁と、この一対の梁と
略同じ高さで前記支柱と前記建物の外壁部とにわ
たつて設けた連結梁とを相互に接合する柱と梁の
接合構造であつて、前記支柱の前記外壁側の表面
に突設した連結梁接合部材に前記連結梁を接合
し、立片とこの立片の下部側縁で直角に折曲形成
した柱接合片とこの柱接合片の上縁で前記立片側
へ水平に折曲形成したパネル受け片とからなる梁
接合部材を準備し、前記立片を前記支柱の前記外
壁側の表面に揃えた状態で前記柱接合片で前記支
柱の両側面に接合し、前記一対の梁の端部外側面
を、前記支柱の前記外壁側の表面および前記立片
に当接した状態で、前記立片に接合したことを特
徴とする柱と梁の接合構造。
a pillar erected at the outer edge of the hallway protruding from the outer wall of the building; a pair of beams extending along the outer edge of the hallway on both sides of the pillar; and a pillar at approximately the same height as the pair of beams. and a connecting beam provided across the outer wall of the building, wherein the connecting beam is connected to a connecting beam connecting member protruding from the surface of the outer wall of the pillar. A beam consisting of a vertical piece, a column joint piece bent at a right angle at the lower side edge of the vertical piece, and a panel receiving piece bent horizontally to the vertical side at the upper edge of the column joint piece. A joining member is prepared, and the vertical piece is aligned with the outer wall side surface of the pillar and joined to both sides of the pillar with the pillar joining piece, and the outer surface of the end of the pair of beams is connected to the outer wall of the pillar. A column-to-beam joint structure characterized in that the column is joined to the upright piece in a state in which it is in contact with the outer wall side surface of the pillar and the upright piece.
JP6387584U 1984-04-27 1984-04-27 Column and beam joint structure Granted JPS60174702U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6387584U JPS60174702U (en) 1984-04-27 1984-04-27 Column and beam joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6387584U JPS60174702U (en) 1984-04-27 1984-04-27 Column and beam joint structure

Publications (2)

Publication Number Publication Date
JPS60174702U JPS60174702U (en) 1985-11-19
JPH0333843Y2 true JPH0333843Y2 (en) 1991-07-18

Family

ID=30594434

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6387584U Granted JPS60174702U (en) 1984-04-27 1984-04-27 Column and beam joint structure

Country Status (1)

Country Link
JP (1) JPS60174702U (en)

Also Published As

Publication number Publication date
JPS60174702U (en) 1985-11-19

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