JP2751816B2 - Connection structure of steel column and H-shaped steel beam - Google Patents
Connection structure of steel column and H-shaped steel beamInfo
- Publication number
- JP2751816B2 JP2751816B2 JP6016171A JP1617194A JP2751816B2 JP 2751816 B2 JP2751816 B2 JP 2751816B2 JP 6016171 A JP6016171 A JP 6016171A JP 1617194 A JP1617194 A JP 1617194A JP 2751816 B2 JP2751816 B2 JP 2751816B2
- Authority
- JP
- Japan
- Prior art keywords
- steel
- column
- shaped
- steel pipe
- 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 - Fee Related
Links
Description
【0001】[0001]
【産業上の利用分野】本発明は、鋼管柱とH形鉄骨梁の
仕口構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connection structure between a steel pipe column and an H-shaped steel beam.
【0002】[0002]
【従来の技術】鋼管柱とH形鉄骨梁の仕口構造は、従来
種々の形式のものが開発されている。しかし鋼管柱にH
形鉄骨梁を接合する仕口構造では、鋼管柱にスプリット
ティを添接し、補強材を並設して内外からボルト締め
し、該スプリットティにH形鉄骨梁を溶接して接合部を
構成するのが普通であった。2. Description of the Related Art Various types of joint structures between steel pipe columns and H-shaped steel beams have been developed. However, H
In the connection structure for joining shaped steel beams, a split tee is attached to a steel pipe column, reinforcing materials are juxtaposed and bolted from inside and outside, and an H-shaped steel beam is welded to the split tee to form a joint. Was normal.
【0003】[0003]
【発明が解決しようとする課題】しかし図7に見るよう
な接合部構造では、梁からの力の伝達は鋼管のフランジ
部から鋼管のウエブ部という経路で行われる。ここに鋼
管のフランジ部とは梁を接合する梁と直角な面を云い、
ウエブ部とは梁の軸方向の面を云う。この場合、鋼管の
フランジ部分は弱く何らかの補強が鋼管内外に必要とな
る。しかも、スプリットティを締めつけるボルトは、鋼
管の内外から締めつけねばならないが,鋼管の内側に手
を入れるためには何らかの手段を講じなければならな
い。However, in the joint structure as shown in FIG. 7, the transmission of the force from the beam is performed from the flange of the steel pipe to the web of the steel pipe. Steel here
The flange of the pipe refers to the plane perpendicular to the beam joining the beams,
The web portion refers to the surface of the beam in the axial direction . In this case, the flange portion of the steel pipe is weak and some reinforcement is required inside and outside the steel pipe. Moreover, the bolt for tightening the split tee must be tightened from inside and outside of the steel pipe, but some means must be taken to reach inside the steel pipe.
【0004】そこで本発明は、スプリットティの形状を
力が鋼管のウエブに沿って伝達され、補強が不要な接合
構造とし、かつ鋼管の外側から締めつけが可能なワンサ
イドボルトを使用した鋼管柱とH形鉄骨梁の仕口構造を
提供する。[0004] Accordingly, the present invention provides a steel pipe column using a one-side bolt which has a split tee shape in which force is transmitted along the web of the steel pipe, does not require reinforcement, and can be tightened from the outside of the steel pipe. A connection structure for an H-shaped steel beam is provided.
【0005】[0005]
【課題を解決するための手段】ワンサイドボルトを用い
角形鋼管柱に締結するT型断面の接合金物に、H形鉄骨
梁を溶接してなる仕口構造において、前記接合金物のフ
ランジ幅と前記角形鋼管柱の幅と略同一とし、前記フラ
ンジ部を角形鋼管柱の表面に添接し、前記ワンサイドボ
ルトによる接合金物の締結を前記角形鋼管柱の角部に対
して行うことを仕口構造の要旨とし、H形鉄骨梁からの
力の伝達を鋼管柱フランジ部分の面外抵抗力を期待せず
に、鋼管柱と接合金物を接合するボルトを出来るだけ鋼
管柱のウエブに近づけた形状とし、鋼管柱のウエブ面を
力が伝達するようにし、締めつけボルトは鋼管柱に手を
入れなくてもよいようにワンサイドボルトを用いる。[MEANS FOR SOLVING THE PROBLEMS] A one-side bolt is used.
H-shaped steel frame is used for T-shaped joints to be fastened to square steel tubular columns.
In a connection structure formed by welding beams, the joint metal
The flange width is made substantially the same as the width of the square steel tubular column,
Abutting the flange on the surface of the square tubular column,
To the corners of the square steel tubular column.
The gist of the connection structure is to transmit the force from the H-shaped steel beam without using the out-of-plane resistance of the flange portion of the steel pipe column, and as much as possible use bolts to join the steel pipe column and the joint hardware. The shape is close to the web of the column, and the web surface of the steel pipe column is
One-side bolts are used so that force can be transmitted and tightening bolts do not have to reach into the steel column.
【0006】[0006]
【実施例】図2に実施例を示す。図1は上面図で図2は
A−A断面を示し図3はB−B断面を示す。FIG. 2 shows an embodiment. 1 is a top view, FIG. 2 is a sectional view taken along line AA, and FIG. 3 is a sectional view taken along line BB.
【0007】鋼管柱1に、該鋼管柱1のウエブ1’近傍
に締めつけボルト(ワンサイドボルト)2でT型断面の
接合金物3を接合し、H形鉄骨梁4を溶接した例であ
る。A T-shaped cross section of a steel pipe column 1 is fastened by a tightening bolt (one-side bolt) 2 near the web 1 ′ of the steel pipe column 1 .
This is an example in which a metal joint 3 is joined and an H-shaped steel beam 4 is welded.
【0008】そのT型断面の接合金物3の形状として
は、図4に示すようなH形鋼をウエブ部分で切断したT
型金物を(カットティー)、鋼管のウエブ部分に添接す
る近傍にボルト孔を穿設して製作を容易にしたもの、図
5、図6に示すように前記T型金物に縦リブを設け、鋼
管のウエブを通して力が伝達されるようにし、応力の小
さい部分を削除した鋼管のウエブ近傍にボルト孔を設け
た形状のものもある。 The shape of the metal joint 3 having a T-shaped cross section is shown in FIG.
Attaching the mold metal (cut tee) to the web part of the steel pipe
Bolt holes have been drilled in the vicinity of
5, a vertical rib is provided on the T-shaped metal as shown in FIG.
Ensure that force is transmitted through the web of the
Bolt holes are provided near the web of the steel pipe from which
There are also shapes with different shapes.
【0009】[0009]
【発明の効果】本発明の効果は、ワンサイドボルトを用
いたこと及び補強等が不要なため、接合部の製作、施工
の省力化が図れる。The effect of the present invention is that the use of one-side bolts and the need for reinforcement do not require the use of a one-side bolt, so that the production and construction of the joint can be saved.
【図1】本発明の上面図の一例である。FIG. 1 is an example of a top view of the present invention.
【図2】図1のA−A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.
【図3】図1のB−B断面図である。FIG. 3 is a sectional view taken along line BB of FIG. 1;
【図4】T型断面の接合金物の一例で(a)は正面図、
(b)は側面図、(c)は底面図である。4A is a front view of an example of a metal joint having a T-shaped cross section, FIG.
(B) is a side view, and (c) is a bottom view.
【図5】T型断面の接合金物の別例で(a)は正面図、
(b)は側面図、(c)は底面図である。5A is a front view showing another example of a T-shaped cross-section metal joint . FIG.
(B) is a side view, and (c) is a bottom view.
【図6】T型断面の接合金物の別例で(a)は正面図、
(b)は側面図、(c)は底面図である。FIG. 6A is a front view of another example of a metal joint having a T-shaped cross section .
(B) is a side view, and (c) is a bottom view.
【図7】従来構造の力の伝達のしかたを示す図である。FIG. 7 is a diagram showing how a conventional structure transmits a force .
1・・・鋼管柱、1’・・・鋼管柱のウエブ、1”・・
・鋼管柱のフランジ、2・・・ワンサイドボルト、3・
・・T型断面の接合金物、4・・・H形鉄骨梁1 ... steel pipe column, 1 '... web of steel pipe column, 1 "...
・ Flange of steel pipe column, 2 ・ ・ ・ One side bolt, 3 ・
..Connections of T-shaped section , 4 ... H-shaped steel beams
Claims (2)
結するT型断面の接合金物に、H形鉄骨梁を溶接してな
る仕口構造において、前記接合金物のフランジ幅と前記
角形鋼管柱の幅と略同一とし、前記フランジ部を角形鋼
管柱の表面に添接し、前記ワンサイドボルトによる接合
金物の締結を前記角形鋼管柱の角部に対して行ったこと
を特徴とする鋼管柱とH形鉄骨梁の仕口構造。 (1) A one-side bolt is used to fasten a square steel tubular column .
In a joint structure in which an H-shaped steel beam is welded to a T-shaped cross-section joint to be tied, the flange width of the joint metal and the
The width of the square steel tube column should be substantially the same, and the flange
Attached to the surface of the pipe column and joined with the one-side bolt
Fastening of metal fittings to the corners of the square steel tubular column
The joint structure of steel pipe columns and H-shaped steel beams.
した請求項1記載の鋼管柱とH形鉄骨梁の仕口構造。2. A Joint structure tubular columns H-shaped steel beam as claimed in claim 1, wherein it is applied to the steel pipe concrete column and H-shaped steel beams.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6016171A JP2751816B2 (en) | 1994-02-10 | 1994-02-10 | Connection structure of steel column and H-shaped steel beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6016171A JP2751816B2 (en) | 1994-02-10 | 1994-02-10 | Connection structure of steel column and H-shaped steel beam |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07224461A JPH07224461A (en) | 1995-08-22 |
JP2751816B2 true JP2751816B2 (en) | 1998-05-18 |
Family
ID=11909071
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6016171A Expired - Fee Related JP2751816B2 (en) | 1994-02-10 | 1994-02-10 | Connection structure of steel column and H-shaped steel beam |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2751816B2 (en) |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04327621A (en) * | 1991-04-26 | 1992-11-17 | Sumitomo Metal Ind Ltd | Joint part of square steel pipe column and steel beam and joint metal therefor |
JPH0544258A (en) * | 1991-08-08 | 1993-02-23 | Kajima Corp | Structure for column/beam jointing section |
JPH06200559A (en) * | 1992-11-13 | 1994-07-19 | Nippon Steel Corp | Jointed structure of square steel tube column and steel beam using one-side joint |
JPH06220915A (en) * | 1993-01-25 | 1994-08-09 | Nippon Steel Corp | Joint structure between column and beam using one side coupling device with anchor member |
-
1994
- 1994-02-10 JP JP6016171A patent/JP2751816B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH07224461A (en) | 1995-08-22 |
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