CN201074365Y - Wind-resistant column chapiter node structure - Google Patents
Wind-resistant column chapiter node structure Download PDFInfo
- Publication number
- CN201074365Y CN201074365Y CNU2007200133742U CN200720013374U CN201074365Y CN 201074365 Y CN201074365 Y CN 201074365Y CN U2007200133742 U CNU2007200133742 U CN U2007200133742U CN 200720013374 U CN200720013374 U CN 200720013374U CN 201074365 Y CN201074365 Y CN 201074365Y
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- China
- Prior art keywords
- wind
- column
- junction plate
- utility
- connecting board
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- 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
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Abstract
The utility model discloses a construction of joints of the column head of an anti-wind column when the anti-wind column is positioned right below a door-typed steel frame beam, belonging to the field of steel structure buildings of industrial or civil buildings. The structure of the utility model includes the column top of the anti-wind column extends a top connecting board, the beam bottom of the steel frame beam extends a bottom connecting board, and the top connecting board and the bottom connecting board are opened with vertical long-circle bolt holes. A bolt passes through the vertical long-circle bolt holes to enable the top connecting board and the bottom connecting board to be glidingly connected. The utility model ensures that the top connecting board and the bottom connecting board can vertically produce relative displacement, and the utility model has the advantages of a conventional elastic board. Simultaneously, the utility model guarantees the reliability of the lateral connection of the anti-wind column, further has the advantages of simple structure, reliable actuation and convenient construction. The utility model not only ensures the effective transition of the wind load of walls but also does not change the force-bearing state of the anti-wind column.
Description
Technical field
The utility model relates to a kind of wind-resistant column column cap joint structure under wind-resistant column is positioned at the portal-rigid frames beam time, and it belongs to industry or civilian construction steel building field.
Technical background
In the time of under wind-resistant column is positioned at the portal-rigid frames beam, if directly adopt bolt to connect column cap and rigit-frame beam, then part roofing load will be directly delivered on the wind-resistant column, make wind-resistant column bear bigger load, change the stress of wind-resistant column; If adopt latch plate to connect, then because the restriction of the deck-siding of portal-rigid frames beam, be difficult to satisfy the dimensional requirement of mounting spring plate, and the portal-rigid frames beam is a cant beam mostly, thereby causes construction inconvenient.
The utility model content
The utility model is exactly in order to solve the problems of the technologies described above, and a kind of wind-resistant column column cap joint structure is provided, and it had both had the advantage of conventional springs plate, can guarantee the reliability that the side direction of wind-resistant column connects simultaneously again, and simple structure, and power transmission is reliable, easy construction.
In order to solve the problems of the technologies described above, the utility model is achieved in that a kind of wind-resistant column column cap joint structure, its structure is as follows: the capital at wind-resistant column 1 stretches out a top junction plate 3, the beam end stretch of rigit-frame beam 2 goes out a bottom junction plate 4, offer vertical Long Circle bolt hole 5 on top junction plate 3 and the bottom junction plate 4, bolt 6 passes vertical Long Circle bolt hole 5 is slidingly connected top junction plate 3 and bottom junction plate 4.
Be connected with stiffening rib 7 on the described top junction plate 3.
Be connected with stiffening rib 8 on the described bottom junction plate 4.
The capital of described wind-resistant column 1 adds stiffening rib steel plate 9.
Add stiffening rib steel plate 10 on the described rigit-frame beam 2.
Described top junction plate 3 and bottom junction plate 4 are steel plate.
Advantage of the present utility model and effect are as follows:
This practical employing is stretched out a top junction plate 3 at the capital of wind-resistant column 1, the beam end stretch of rigit-frame beam 2 goes out a bottom junction plate 4, top junction plate 3 is connected by bolt 6 with bottom junction plate 4, do not weld dead structure, guaranteed that top junction plate 3 and bottom junction plate 4 vertically can produce relative displacement.It has the advantage of conventional springs plate, has guaranteed the reliability of the side direction connection of wind-resistant column, and simple structure, and power transmission is reliable, easy construction.The utility model can guarantee effective transmission of gable wind load, does not change the stress of wind-resistant column again.
Description of drawings
Fig. 1 is a main TV structure schematic diagram of the present utility model.
Fig. 2 is a side-looking structural representation of the present utility model.
Among the figure, 1, wind-resistant column; 2, rigit-frame beam; 3, top junction plate; 4, bottom junction plate; 5, Long Circle bolt hole; 6, bolt; 7, stiffening rib; 8, stiffening rib; 9, stiffening rib steel plate; 10, stiffening rib steel plate.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in further details, but protection domain of the present utility model is not limit by embodiment.
As depicted in figs. 1 and 2, the utility model structure is as follows: the capital at wind-resistant column 1 stretches out a top junction plate 3, the beam end stretch of rigit-frame beam 2 goes out a bottom junction plate 4, offer vertical Long Circle bolt hole 5 on top junction plate 3 and the bottom junction plate 4, bolt 6 passes vertical slotted hole 5 is slidingly connected top junction plate 3 and bottom junction plate 4, adopts bolt 6 to connect and can produce the joint structure of relative slip.
On top junction plate 3, be connected with stiffening rib steel plate 7, be connected with stiffening rib steel plate 8 on the bottom junction plate 4, guaranteed the rigidity of node, add stiffening rib steel plate 9, add stiffening rib steel plate 10 on the rigit-frame beam 2 at the capital of wind-resistant column 1.
Above-mentioned top junction plate 3 and bottom junction plate 4 are steel plate.
Claims (6)
1. wind-resistant column column cap joint structure, it is characterized in that structure is as follows: the capital at wind-resistant column (1) stretches out a top junction plate (3), the beam end stretch of rigit-frame beam (2) goes out a bottom junction plate (4), offer vertical Long Circle bolt hole (5) on top junction plate (3) and the bottom junction plate (4), bolt (6) passes vertical Long Circle bolt hole (5) is slidingly connected top junction plate (3) and bottom junction plate (4).
2. wind-resistant column column cap joint structure according to claim 1 is characterized in that being connected with on the described top junction plate (3) stiffening rib (7).
3. wind-resistant column column cap joint structure according to claim 1 is characterized in that being connected with on the described bottom junction plate (4) stiffening rib (8).
4. wind-resistant column column cap joint structure according to claim 1 is characterized in that the capital of described wind-resistant column (1) adds stiffening rib steel plate (9).
5. wind-resistant column column cap joint structure according to claim 1 is characterized in that adding on the described rigit-frame beam (2) stiffening rib steel plate (10).
6. wind-resistant column column cap joint structure according to claim 1 is characterized in that described top junction plate (3) and bottom junction plate (4) are steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200133742U CN201074365Y (en) | 2007-07-19 | 2007-07-19 | Wind-resistant column chapiter node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200133742U CN201074365Y (en) | 2007-07-19 | 2007-07-19 | Wind-resistant column chapiter node structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201074365Y true CN201074365Y (en) | 2008-06-18 |
Family
ID=39519628
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200133742U Expired - Lifetime CN201074365Y (en) | 2007-07-19 | 2007-07-19 | Wind-resistant column chapiter node structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201074365Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102220786A (en) * | 2010-04-15 | 2011-10-19 | 沈阳铝镁设计研究院有限公司 | Hinge connection structure and method for supporting steel columns on steel beams |
| CN101629431B (en) * | 2008-07-16 | 2012-07-04 | 珠海市晶艺玻璃工程有限公司 | Method for preparing building node |
| CN103938719A (en) * | 2014-05-15 | 2014-07-23 | 苏州工业园区设计研究院股份有限公司 | T-shaped wall shelf of large-intercolumniation plant wall face |
-
2007
- 2007-07-19 CN CNU2007200133742U patent/CN201074365Y/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101629431B (en) * | 2008-07-16 | 2012-07-04 | 珠海市晶艺玻璃工程有限公司 | Method for preparing building node |
| CN102220786A (en) * | 2010-04-15 | 2011-10-19 | 沈阳铝镁设计研究院有限公司 | Hinge connection structure and method for supporting steel columns on steel beams |
| CN102220786B (en) * | 2010-04-15 | 2012-10-10 | 沈阳铝镁设计研究院有限公司 | Hinge connection structure and method for supporting steel columns on steel beams |
| CN103938719A (en) * | 2014-05-15 | 2014-07-23 | 苏州工业园区设计研究院股份有限公司 | T-shaped wall shelf of large-intercolumniation plant wall face |
| CN103938719B (en) * | 2014-05-15 | 2016-11-23 | 中衡设计集团股份有限公司 | The T-shaped wall stand of big intercolumniation Factory Building metope |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: SHENYANG ALUMINUM + MAGNESIUM ENGINEERING + RESEAR Free format text: FORMER NAME: SHENYANG ALUMINIUM AND MAGNESIUM DESIGN INST. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 110001 Heping Street, Heping District, Liaoning, Shenyang, No. 184 Patentee after: Shenyang Aluminum & Magnesium Engineering & Research Institute Co., Ltd. Address before: 110001 Heping Street, Heping District, Liaoning, Shenyang, No. 184 Patentee before: Shenyang Aluminium and Magnesium Design Institute |
|
| CX01 | Expiry of patent term |
Granted publication date: 20080618 |
|
| CX01 | Expiry of patent term |