JPH0340403U - - Google Patents
Info
- Publication number
- JPH0340403U JPH0340403U JP10118189U JP10118189U JPH0340403U JP H0340403 U JPH0340403 U JP H0340403U JP 10118189 U JP10118189 U JP 10118189U JP 10118189 U JP10118189 U JP 10118189U JP H0340403 U JPH0340403 U JP H0340403U
- Authority
- JP
- Japan
- Prior art keywords
- web
- thickness
- notch
- flange
- lattice
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
第1図は本考案に係る格子梁の仕口構造の一実
施例を示す斜視図、第2図はその正面図、第3図
は第2図の矢視−図である。
A……一方の梁、B……他方の梁、1a……一
方の梁のフランジ、1b……他方の梁のフランジ
、2a……一方の梁のウエブ、2b……他方の梁
のウエブ、3……垂直リブプレート、4……他方
の梁のウエブ切欠き部、5……スプライスプレー
ト、6……高力ボルト。
FIG. 1 is a perspective view showing an embodiment of a lattice beam joint structure according to the present invention, FIG. 2 is a front view thereof, and FIG. 3 is a view taken in the direction of the arrow in FIG. 2. A... One beam, B... The other beam, 1a... Flange of one beam, 1b... Flange of the other beam, 2a... Web of one beam, 2b... Web of the other beam, 3... Vertical rib plate, 4... Web notch of the other beam, 5... Splice plate, 6... High strength bolt.
Claims (1)
H形鋼製梁のうち、一方の梁Aの梁成daは、他
方の梁Bの梁成dbから同梁Bのフランジ1bの
厚さtの2倍を控除した値(db−2t)より小
で、且つ上下フランジ1a間に垂直リブプレート
3が配設され、前記他方の梁Bのウエブ2bには
前記一方の梁Aのフランジ1aの幅より広幅の切
欠き部4が設けられ、同他方の梁Bにおけるウエ
ブ切欠き部4に前記一方の梁Aが貫挿されるとと
もに、同一方の梁Aにおける垂直リブプレート3
と前記他方の梁Bのウエブ2bとがスプライスプ
レート5を介して接合されてなることを特徴とす
る格子梁の仕口構造。 Among a pair of H-shaped steel beams that are orthogonal to each other at the joint part of the lattice beam, the beam thickness d a of one beam A is the thickness of the flange 1 b of the other beam B from the beam thickness d b of the other beam B. A vertical rib plate 3 is provided between the upper and lower flanges 1a, and the web 2b of the other beam B has a flange of the one beam A. A notch 4 wider than the width of the beam 1a is provided, and the one beam A is inserted through the web notch 4 of the other beam B, and the vertical rib plate 3 of the same beam A is inserted into the web notch 4 of the other beam B.
and the web 2b of the other beam B are joined via a splice plate 5, a lattice beam joint structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10118189U JPH0745681Y2 (en) | 1989-08-31 | 1989-08-31 | Lattice beam joint structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10118189U JPH0745681Y2 (en) | 1989-08-31 | 1989-08-31 | Lattice beam joint structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0340403U true JPH0340403U (en) | 1991-04-18 |
JPH0745681Y2 JPH0745681Y2 (en) | 1995-10-18 |
Family
ID=31650144
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10118189U Expired - Lifetime JPH0745681Y2 (en) | 1989-08-31 | 1989-08-31 | Lattice beam joint structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0745681Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014040749A (en) * | 2012-08-23 | 2014-03-06 | Takenaka Komuten Co Ltd | Method for raising building, and building structure |
-
1989
- 1989-08-31 JP JP10118189U patent/JPH0745681Y2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014040749A (en) * | 2012-08-23 | 2014-03-06 | Takenaka Komuten Co Ltd | Method for raising building, and building structure |
Also Published As
Publication number | Publication date |
---|---|
JPH0745681Y2 (en) | 1995-10-18 |
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