JP2550090Y2 - Beam joint structure of square steel column capital - Google Patents
Beam joint structure of square steel column capitalInfo
- Publication number
- JP2550090Y2 JP2550090Y2 JP1991092339U JP9233991U JP2550090Y2 JP 2550090 Y2 JP2550090 Y2 JP 2550090Y2 JP 1991092339 U JP1991092339 U JP 1991092339U JP 9233991 U JP9233991 U JP 9233991U JP 2550090 Y2 JP2550090 Y2 JP 2550090Y2
- Authority
- JP
- Japan
- Prior art keywords
- column
- square steel
- joint structure
- steel pipe
- beam joint
- 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は角形鋼管柱頭部において
柱の突出なく梁を接合する梁接合構造に関するものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a beam joining structure for joining beams at the column head of a square steel pipe without projecting columns.
【0002】[0002]
【従来の技術】従来において角形鋼管柱頭部に梁を接合
する場合には図5に示す様に柱が上方に突出して屋根板
の納りが悪かった。2. Description of the Related Art Conventionally, when a beam is joined to a column head of a rectangular steel pipe, the column protrudes upward as shown in FIG.
【0003】[0003]
【考案が解決しようとする課題】本考案は以上の従来の
課題を解決し柱の突出なく角形鋼管柱頭部に梁を接合す
ることの出来る角形鋼管柱頭部の梁接合構造の提供を目
的とする。SUMMARY OF THE INVENTION The object of the present invention is to solve the above-mentioned conventional problems and to provide a beam joint structure of a square steel tube column head capable of joining a beam to a square steel tube column head without projecting a column. .
【0004】[0004]
【課題を解決するための手段】本願考案は以上の目的を
達成するために角形鋼管柱の柱頭部にこれを抱く状態で
四隅に各々設けられてボルト又は溶接で固定される4個
のL字状金物と、前記角形鋼管柱の頂面に溶接された十
字状の頂板と、該頂板に梁先端の上フランジ部がボルト
で接合されかつ梁先端の下フランジ部がスプリットティ
又は端板を介して前記L字状金物にボルトで接合される
梁とからなる角形鋼管柱頭部の梁接合構造を提供するも
のである。前記L字状金物は、梁の下フランジの上下に
延び、かつ前記頂面まで達しない高さのものとする。A solution for the present application devised a state where harbor this stigma of RHS Column to achieve the above object
4 that will be fixed at each provided with bolts or welded to the four corners
L -shaped hardware, a cross-shaped top plate welded to the top surface of the square steel pipe column, and an upper flange portion of a beam tip is bolted to the top plate.
And the lower flange of the beam tip is split tee.
Another object of the present invention is to provide a beam joint structure of a column head of a square steel pipe including a beam joined to the L-shaped metal member by bolts via an end plate . The L-shaped hardware extends vertically above and below the lower flange of the beam and has a height that does not reach the top surface.
【0005】[0005]
【実施例】以下本考案の角形鋼管柱頭部の梁接合構造を
図面に示す実施例に従い説明する。図1及び図2は本考
案の梁接合構造を示し、該梁接合構造は角形鋼管柱
(1)の柱頭部のコーナーを抱く状態でボルト又は溶接
で固定される4個のL字状金物(2)を有す。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an exploded perspective view showing a beam joint structure of a square steel pipe according to the present invention. FIGS. 1 and 2 show a beam joint structure according to the present invention. The beam joint structure includes four L-shaped metal members (4) fixed by bolts or welding while holding the corners of the column heads of the square steel tubular column (1). 2).
【0006】該L字状金物(2)はスプリットティ(3
a)又は端板(3b)を介してボルト接合される梁
(5)の下方フランジを支持する。一方角形鋼管柱
(1)の頂面には図3に示す様な十字状の頂板(4)が
溶接で固定される。The L-shaped hardware (2) is a split tee (3
a) or supports the lower flange of the beam (5) which is bolted via the end plate (3b). On the other hand, a cross-shaped top plate (4) as shown in FIG. 3 is fixed to the top surface of the rectangular steel tube column (1) by welding.
【0007】該頂板(4)は一体又熔接により十字状に
形成されることになる。頂板(4)はボルト接合される
梁(5)の上方フランジを支持するものである。The top plate (4) is formed in a cross shape by integral welding. The top plate (4) supports the upper flange of the beam (5) to be bolted.
【0008】以上の通り頂板(4)に梁(5)の上方フ
ランジが接合されるため角形鋼管柱(1)は梁(5)の
上方に突出することがないのである。従って屋根板(図
示せず)の施工は角形鋼管柱(1)に妨げられない。次
に梁(5)が4方の全てに設けられない場合には図4に
示す様に梁(5)のない面に補強板(6)をボルト接合
しておく。As described above, since the upper flange of the beam (5) is joined to the top plate (4), the rectangular steel tube column (1) does not protrude above the beam (5). Therefore, the construction of the roof slab (not shown) is not hindered by the square steel tubular column (1). Next, when beams (5) are not provided on all four sides, a reinforcing plate (6) is bolted to a surface without beams (5) as shown in FIG.
【0009】[0009]
【考案の効果】本考案の角形鋼管柱頭部の梁接合構造の
実施例は以上の通りでありその効果を次に列記する。 (1)本考案の梁接合構造は特に柱頭部に十字状の頂板
を熔接すめため角形鋼管柱が上方に突出することはな
い。 (2)本考案の梁接合構造は特にL字状金物を用いるた
め柱頭部の強度が確保される。[Effects of the Invention] The embodiment of the beam joint structure of the square steel pipe column head according to the present invention is as described above, and the effects thereof will be listed below. (1) Since the beam joint structure of the present invention welds a cross-shaped top plate particularly to the column capital, the rectangular steel tube column does not protrude upward. (2) Since the beam joint structure of the present invention uses an L-shaped hardware, the strength of the column capital is ensured.
【図1】本考案の角形鋼管柱頭部の梁接合構造の正面図FIG. 1 is a front view of a beam joint structure of a square steel pipe column capital according to the present invention.
【図2】図1のII−II断面図FIG. 2 is a sectional view taken along line II-II of FIG.
【図3】本考案の接合構造に用いる頂板の斜視図FIG. 3 is a perspective view of a top plate used in the joint structure of the present invention.
【図4】本考案の他の接合構造の断面平面図FIG. 4 is a cross-sectional plan view of another joining structure of the present invention.
【図5】従来の角形鋼管柱頭部の正面図FIG. 5 is a front view of a conventional square steel pipe column head.
1 角形鋼管柱 2 コ字状金物 3a スプリットティ 3b 端板 4 頂板 5 梁 6 補強板 DESCRIPTION OF SYMBOLS 1 Square-shaped steel pipe column 2 U-shaped hardware 3a Split tee 3b End plate 4 Top plate 5 Beam 6 Reinforcement plate
Claims (1)
四隅に各々設けられてボルト又は溶接で固定される4個
のL字状金物と、前記角形鋼管柱の頂面に溶接された十
字状の頂板と、該頂板に梁先端の上フランジ部がボルト
で接合されかつ梁先端の下フランジ部がスプリットティ
又は端板を介して前記L字状金物にボルトで接合される
梁とからなり、前記L字状金物は、梁の下フランジの上
下に延び、かつ前記頂面まで達しない高さのものとした
角形鋼管柱頭部の梁接合構造。1. An L-shaped metal fitting which is provided at each of four corners of a rectangular steel pipe column and held by bolts or welding while holding the column head with the column cap, and is welded to the top surface of the rectangular steel pipe column. A cross-shaped top plate, and the top flange of the beam tip is bolted to the top plate
And the lower flange of the beam tip is split tee.
Or a beam that is bolted to the L-shaped metal through an end plate, and the L-shaped metal extends vertically above and below a lower flange of the beam and has a height that does not reach the top surface. Beam-jointed structure of square steel tube column capital.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991092339U JP2550090Y2 (en) | 1991-08-22 | 1991-08-22 | Beam joint structure of square steel column capital |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991092339U JP2550090Y2 (en) | 1991-08-22 | 1991-08-22 | Beam joint structure of square steel column capital |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0516907U JPH0516907U (en) | 1993-03-02 |
JP2550090Y2 true JP2550090Y2 (en) | 1997-10-08 |
Family
ID=14051641
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1991092339U Expired - Lifetime JP2550090Y2 (en) | 1991-08-22 | 1991-08-22 | Beam joint structure of square steel column capital |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2550090Y2 (en) |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6370736A (en) * | 1986-09-12 | 1988-03-30 | 有限会社 貝建築設計事務所 | Connection of long square steel pipe pillar and beam |
JPH0694689B2 (en) * | 1988-09-13 | 1994-11-24 | ナショナル住宅産業株式会社 | House pillar structure |
-
1991
- 1991-08-22 JP JP1991092339U patent/JP2550090Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0516907U (en) | 1993-03-02 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP2550090Y2 (en) | Beam joint structure of square steel column capital | |
JP3444797B2 (en) | Connection method between steel pipe columns and steel beams | |
JP2002106065A (en) | Joint structure of mutual steel framed columns having different cross-section size from each other | |
JP2674456B2 (en) | Joint structure of square steel column and H-shaped steel beam | |
JPH078649Y2 (en) | Mounting area between columns and curved beams | |
JPH0715922Y2 (en) | Joining hardware for reinforced concrete columns and steel beams | |
JPH0331604U (en) | ||
JPH0533602Y2 (en) | ||
JPH06306943A (en) | Nonwelded pin connection column base structure of square steel pipe column | |
JP2532767Y2 (en) | Pillar | |
JPS62268441A (en) | Connector of steel pillar | |
JP2656205B2 (en) | Connection bracket | |
JPH06288005A (en) | Joint structure of steel skeleton framework | |
JP2600411Y2 (en) | Column-beam joint structure | |
JP3134124B2 (en) | Column / beam joining equipment | |
JPS6344483Y2 (en) | ||
JPH05156710A (en) | Joining construction of column and beam | |
JP2524735Y2 (en) | Steel column base | |
JPH05263469A (en) | Column-beam joint structure | |
JPH0732705Y2 (en) | Square pipe pillar base plate | |
JPH0247302U (en) | ||
JP2500019Y2 (en) | Floor beams | |
JPH035540A (en) | Joint box for joining together pillar and beam | |
JPH0722420Y2 (en) | Column structure in a house frame | |
JPH05112998A (en) | Fitting device for floor frame |