CN2714665Y - Flitch type beam column node - Google Patents
Flitch type beam column node Download PDFInfo
- Publication number
- CN2714665Y CN2714665Y CN 200420037234 CN200420037234U CN2714665Y CN 2714665 Y CN2714665 Y CN 2714665Y CN 200420037234 CN200420037234 CN 200420037234 CN 200420037234 U CN200420037234 U CN 200420037234U CN 2714665 Y CN2714665 Y CN 2714665Y
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- China
- Prior art keywords
- steel
- plate
- affixed
- column
- end plate
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- Expired - Lifetime
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Abstract
Disclosed is a flitch type beam column node, comprising a piling bar and a girder steel. The girder steel is a rectangle steel pipe column. An end plate that is fixedly connected to the lower flange of the girder steel is fixed to the top of the steel pipe column. A notch is arranged at the both flanks of the top of the rectangle steel pipe column and an inserting plate perpendicular to the end plate is fixed to the bottom of the end plate. The notch is inserted and fixed to the inserting plate. The flitch type beam column node of the utility model is formed from a rectangle steel pipe column and a girder steel, and has the advantages that it is simple in production, convenient in construction and unambiguous in force transfer.
Description
(1) technical field
The utility model relates to a kind of construction steel structure, especially a kind of bean column node.
(2) background technology
Rationally fireproof performance and economic indicator are good because the rectangle steel tubing string is stressed, and at present, increasing building has adopted this post form of fracture.In steel-structure factory building, being connected of H section steel beam and rectangle steel tubing string also do not have perfect joint form at present, uses in steel-structure factory building thereby limited the rectangle steel tubing string.
(3) summary of the invention
In order to overcome the deficiency that does not also have perfect joint form that is connected of prior art H section steel beam and rectangle steel tubing string, the utility model provides a kind of Affixed Plate Beam-Column Joint of making the clear and definite rectangle steel tubing string of simple, easy construction, power transmission and girder steel formation.
The technical scheme that its technical problem that solves the utility model adopts is:
A kind of Affixed Plate Beam-Column Joint comprises steel column, girder steel, and described steel column is the rectangle steel tubing string; Described steel pipe column top is connected with end plate, and the bottom flange of described end plate and described girder steel is affixed; Have notch on two side wing edges on described rectangle steel tubing string top, the bottom of described end plate is connected with a plate, and described plate is vertical with described end plate, and described plate inserts in the described notch also affixed with it.
Inboard affixed two blocks of pasting boards on the edge of a wing on rectangle steel tubing string top, the inwall on the described pasting board and the steel pipe column edge of a wing is fitted and is affixed with it; Also have the notch that cooperates with described plate on the described pasting board.
Be connected with a stiffener in bottom flange with the girder steel of intersection, the steel pipe column edge of a wing, by high-strength bolt connect described end plate, the bottom flange of the girder steel strengthened by stiffener, described rectangle steel tubing string is having an installing hole that is used to install high-strength bolt near the end plate place.
Described stiffener is positioned at the upper surface of described girder steel bottom flange.
Be provided with stiffening rib between the bottom flange on the girder steel on the node place.
The beneficial effect of Affixed Plate Beam-Column Joint described in the utility model mainly shows: the solution of the utility model success the connectivity problem between rectangle steel tubing string and the girder steel, and this way is made simple, easy construction, power transmission is clear and definite.
(4) description of drawings
Fig. 1 is the beam-column node structure figure that beam of the present utility model and side column form.
Fig. 2 is the A-A sectional view of Fig. 1.
Fig. 3 is the B-B sectional view of Fig. 1.
Fig. 4 is the beam-column node structure figure that beam of the present utility model and center pillar form.
Fig. 5 is the C-C sectional view of Fig. 4.
Fig. 6 is the D-D sectional view of Fig. 4.
(5) specific embodiment
Below in conjunction with accompanying drawing the utility model is further described.
Embodiment 1
With reference to Fig. 1, Fig. 2, Fig. 3, a kind of Affixed Plate Beam-Column Joint, comprise steel column 1, girder steel 2, steel column 1 is the rectangle steel tubing string, and the top of steel pipe column 1 is connected with end plate 3, and end plate 3 is affixed with the bottom flange of girder steel 2, have notch on two side wing edges on rectangle steel tubing string 1 top, the bottom of end plate 3 is connected with a plate 10, and plate 10 is vertical with end plate 3, and plate 10 inserts in the notch also affixed with it.Inboard on the edge of a wing on rectangle steel tubing string 1 top is provided with two blocks of pasting boards 4, and pasting board 4 is fitted with the inwall on steel pipe column 1 edge of a wing and be affixed with it, also has the notch that cooperates with plate 10 on the pasting board 4.Be connected with a stiffener 9 at upper surface with the bottom flange of the girder steel 2 of the outer side wing edge intersection of steel pipe column 1, by high-strength bolt 5 connect described end plate 3, the bottom flange of the girder steel 2 strengthened by stiffener 9, rectangle steel tubing string 1 is having an installing hole 6 that is used to install high-strength bolt near the end plate place; In bottom flange stiffener is not set with the girder steel 2 of the intersection, the inboard edge of a wing of steel pipe column 1, directly bottom flange and the end plate of girder steel is affixed by high-strength bolt 5, when intranodal side draw greatly the time, also need to be provided with stiffener.
Be provided with stiffening rib 8 between the bottom flange on the girder steel 2 on the node place.
The described node structure of present embodiment is applicable to the node of girder steel and side column.
Embodiment 2
With reference to Fig. 4, Fig. 5, Fig. 6, a kind of Affixed Plate Beam-Column Joint, comprise steel column 1, girder steel 2, steel column 1 is the rectangle steel tubing string, and the top of steel pipe column 1 is connected with end plate 3, and end plate 3 is affixed with the bottom flange of girder steel 2, have notch on two side wing edges on rectangle steel tubing string 1 top, the bottom of end plate 3 is connected with a plate 10, and plate 10 is vertical with end plate 3, and plate 10 inserts in the notch also affixed with it.Be connected with stiffener 9 at upper surface with the bottom flange of the girder steel 2 of two side wing edge intersections of steel pipe column 1, by high-strength bolt 5 connect described end plate 3, the bottom flange of the girder steel 2 strengthened by stiffener 9, rectangle steel tubing string 1 is having an installing hole 6 that is used to install high-strength bolt near the end plate place.
Be provided with stiffening rib 8 between the bottom flange on the girder steel 2 on the node place.
The described node of present embodiment is applicable to the node of beam and center pillar.
Claims (5)
1, a kind of Affixed Plate Beam-Column Joint comprises steel column, girder steel, it is characterized in that: described steel column is the rectangle steel tubing string;
Described steel pipe column top is connected with end plate, and the bottom flange of described end plate and described girder steel is affixed;
Have notch on two side wing edges on described rectangle steel tubing string top, the bottom of described end plate is connected with a plate, and described plate is vertical with described end plate, and described plate inserts in the described notch also affixed with it.
2, Affixed Plate Beam-Column Joint as claimed in claim 1 is characterized in that: the inboard affixed two blocks of pasting boards on the edge of a wing on rectangle steel tubing string top, and the inwall on the described pasting board and the steel pipe column edge of a wing is fitted and is affixed with it; Also have the notch that cooperates with described plate on the described pasting board.
3, as claim 1 or 2 described Affixed Plate Beam-Column Joints, it is characterized in that: be connected with a stiffener in bottom flange with the girder steel of intersection, the steel pipe column edge of a wing, by high-strength bolt connect described end plate, the bottom flange of the girder steel strengthened by stiffener, described rectangle steel tubing string is having an installing hole that is used to install high-strength bolt near the end plate place.
4, Affixed Plate Beam-Column Joint as claimed in claim 3 is characterized in that: described stiffener is positioned at the upper surface of described girder steel bottom flange.
5, Affixed Plate Beam-Column Joint as claimed in claim 4 is characterized in that: be provided with stiffening rib between the bottom flange on the girder steel on the node place.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420037234 CN2714665Y (en) | 2004-06-29 | 2004-06-29 | Flitch type beam column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420037234 CN2714665Y (en) | 2004-06-29 | 2004-06-29 | Flitch type beam column node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2714665Y true CN2714665Y (en) | 2005-08-03 |
Family
ID=34871635
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200420037234 Expired - Lifetime CN2714665Y (en) | 2004-06-29 | 2004-06-29 | Flitch type beam column node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2714665Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101824857A (en) * | 2010-03-12 | 2010-09-08 | 燕山大学 | Construction site-spliced rigid node of frame beam and frame column for single-layer steel structure workshop |
| CN112127474A (en) * | 2020-09-08 | 2020-12-25 | 五邑大学 | Beam column end plate structure and mounting method thereof |
-
2004
- 2004-06-29 CN CN 200420037234 patent/CN2714665Y/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101824857A (en) * | 2010-03-12 | 2010-09-08 | 燕山大学 | Construction site-spliced rigid node of frame beam and frame column for single-layer steel structure workshop |
| CN112127474A (en) * | 2020-09-08 | 2020-12-25 | 五邑大学 | Beam column end plate structure and mounting method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Guangdong Hangxiao Steel Structure Co., Ltd. Assignor: Zhejiang Hangxiao Steel Structure Co., Ltd. Contract fulfillment period: 2008.12.17 to 2013.12.16 Contract record no.: 2009440000135 Denomination of utility model: Flitch type beam column node Granted publication date: 20050803 License type: Exclusive license Record date: 20090302 |
|
| LIC | Patent licence contract for exploitation submitted for record |
Free format text: EXCLUSIVE LICENSE; TIME LIMIT OF IMPLEMENTING CONTACT: 2008.12.17 TO 2013.12.16; CHANGE OF CONTRACT Name of requester: GUANGDONG HANGXIAO RIGID FRAME CO., LTD. Effective date: 20090302 |
|
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20140629 Granted publication date: 20050803 |