CN209723244U - A kind of connection structure of beam and wind-resistant column - Google Patents
A kind of connection structure of beam and wind-resistant column Download PDFInfo
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- CN209723244U CN209723244U CN201920330164.9U CN201920330164U CN209723244U CN 209723244 U CN209723244 U CN 209723244U CN 201920330164 U CN201920330164 U CN 201920330164U CN 209723244 U CN209723244 U CN 209723244U
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- wind
- resistant column
- fixed plate
- web
- inframarginal
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Abstract
The utility model discloses the connection structures of a kind of beam and wind-resistant column, including wind-resistant column, Men Liang, the wind-resistant column is set to a lower section for beam inframarginal, there are two fixed plates for the door beam inframarginal fixed symmetrical setting, the fixed plate forms clamping to the web of wind-resistant column, fixing threaded hole is provided on the web and fixed plate of the wind-resistant column, the web of wind-resistant column is fixedly connected by fixing threaded hole using the first bolt with fixed plate, and the web and door beam inframarginal of the wind-resistant column are provided with shock absorption buffering mechanism；With that can bear vertical load, uniform force, the reliable advantage of stable connection is suitable for field of steel structure.
Description
Technical field
The utility model relates to steel structure technology fields, and in particular to the connection structure of a kind of beam and wind-resistant column.
Background technique
As the continuous improvement and economic development of China's scientific and technological level are more and more flourishing, China's building has also welcome flourishing
Development.And steel construction has equally also obtained development at full speed as construction industry main material；Steel construction is by steel material group
At structure, be one of main building construction types, the structure mainly girder steel made of section steel plate etc., steel column, steel truss
Equal components composition, effect has horizontal wind wind load, metope self weight, wind-resistant column and wall beam self weight on the wind-resistant column of steel construction, with
And roofing vertical load etc..
In the prior art, not in the same plane, both general spacing is on the left side 600mm by general wind-resistant column and Men Liang
The right side, it is bigger that this allows for space, causes space utilization rate not high, while building cost is also big；It is right in wind-resistant column junction
The receiving of vertical load is insufficient, the load as caused by the snow load of severe snow or heavy rain etc..And in national publication technology
In CN204983168U, the connection structure of a kind of wind-resistant column and roof truss beam is disclosed, connection structure refers in upright wind resistance
Connection structure between column and the roof truss beam being horizontally placed on wind resistance abacus, roof truss beam are " work " word steel, and roof truss web is in
On vertical plane；It is characterized in that: roof truss web side, be in roof truss web middle part, be fixedly welded in horizontal
Web is picked up the ears, and is connected between roof truss web and wind-resistant column with tilt prop, and tilt prop is bent respectively at both ends in horizontal ear,
The horizontal ear in the upper end is to pick up the ears to be bolted with web, and the horizontal ear in lower end is bolted to connection in wind resistance abacus
On.The utility model simplifies the connection type for simplifying wind-resistant column and roof truss beam, improves the reliability of integrated steel-structure.But it should
Technology is there are still following deficiency, and first, the vertical load of wind-resistant column is born insufficient, once heavy snow, heavy rain etc. is to wind-resistant column
Vertical load causes larger pressure, influences the service life and effect of wind-resistant column, and second, which is only a simplified connection skill
Art, but the stability connected is also insufficient, relies solely on oblique support plate support, discontinuity equalization is easily broken off.
It is therefore proposed that a kind of can bear vertical load, uniform force, the connection of stable connection reliable door beam and wind-resistant column
Structure is necessary.
Utility model content
The purpose of the utility model is to overcome the deficiencies in the prior art, provide it is a kind of can bear vertical load, stress is equal
It is even, the connection structure of stable connection reliable door beam and wind-resistant column.
The purpose of this utility model is achieved through the following technical solutions:
The connection structure of a kind of beam and wind-resistant column, including wind-resistant column, Men Liang, the wind-resistant column are set to a beam inframarginal
Lower section, there are two fixed plate, the fixed plates to form folder to the web of wind-resistant column for door beam inframarginal fixed symmetrical setting
It holds, fixing threaded hole is provided on the web and fixed plate of the wind-resistant column, the web and fixed plate of wind-resistant column pass through fixed spiral shell
Hole is fixedly connected using the first bolt, and the web and door beam inframarginal of the wind-resistant column are provided with shock absorption buffering mechanism.
In above scheme, for optimization, further, the fixed plate is L-shaped to be fixedly installed on door by the second bolt
The lower section of beam inframarginal.
Further, the fixed plate, which is fixedly welded, is set to a lower section for beam inframarginal.
Further, the fixed plate and door beam inframarginal also oblique weld are provided with support plate, the support plate, fixation
Plate and door beam inframarginal form triangular structure of right angle.
Further, backing plate, the first bolt-through pad are additionally provided between the fixed plate and the web of wind-resistant column
Plate is fixedly connected with the web and fixed plate of wind-resistant column.
Further, the fixing threaded hole is the vertical long hole of ellipse.
Further, the shock absorption buffering mechanism is buffer spring.
The beneficial effects of the utility model are:
Effect one, the utility model are filled by being provided with damping, buffering on the web top of door beam inframarginal and wind-resistant column
It sets and first is bolted wind resistance column web and fixed plate, the vertical long hole of ellipse is provided in fixed plate, so that fixed
Plate and wind-resistant column can have a certain range of buffer area, can effectively bear vertical load and deformation, protection wind-resistant column with
The connection of door beam, extends physical life；
Effect two, the utility model is by the connection type of fixed plate, when using the mode directly welded, also in side
While being tiltedly installed with support plate, allows support plate and wind-resistant column and door beam to form stable three-legged structure, accept reliable and stable；Separately
Outside, when fixed by fixed plate and door beam by the second bolt, fixed plate using " L " type fixed plate, bottom edge directly with door beam spiral shell
Bolt is fixed, same reliable and stable.
Detailed description of the invention
Fig. 1 is the overall structure schematic front view of the utility model embodiment 1；
Fig. 2 is the overall structure schematic side view of the utility model embodiment 1；
Fig. 3 is the overall structure schematic front view of the utility model embodiment 2；
Fig. 4 is the overall structure schematic side view of the utility model embodiment 2；
Wherein, 1- wind-resistant column, 2- beams, 3- fixed plate, 4- fixing threaded hole, the first bolt of 5-, 6- buffer unit, 7- support
Plate, 8- backing plate, the second bolt of 9-.
Specific embodiment
It is practical new below in conjunction with this to keep the objectives, technical solutions, and advantages of the embodiments of the present invention clearer
Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that described
Embodiment be only the utility model a part of the embodiment, instead of all the embodiments.In the description of the present invention,
It should be noted that the side of the instructions such as term " center ", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outside"
Position or positional relationship are to be based on the orientation or positional relationship shown in the drawings, and are merely for convenience of description the utility model and simplification is retouched
It states, rather than the device or element of indication or suggestion meaning must have a particular orientation, be constructed and operated in a specific orientation,
Therefore it should not be understood as limiting the present invention.In addition, term " first ", " second ", " third " are used for description purposes only,
It is not understood to indicate or imply relative importance.
In the description of the present invention, it should also be noted that, unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
The concrete meaning of language in the present invention.
The utility model is further described in detail below through specific implementation examples and in conjunction with the accompanying drawings.
Embodiment 1
As Figure 1-Figure 2, the connection structure of a kind of beam and wind-resistant column, including wind-resistant column 1, Men Liang 2, the wind-resistant column
1 is set to the lower section of 2 inframarginal of a beam, and there are two fixed plates 3 for 2 inframarginal fixed symmetrical of the door beam setting, are symmetrical arranged, two
Person's uniform force, reliable and stable, the fixed plate 3 forms clamping to the web of wind-resistant column 1, the web of the wind-resistant column 1 and solid
Fixing threaded hole 4 is provided on fixed board 3, the web and fixed plate 3 of wind-resistant column 1 are fixed using the first bolt 5 by fixing threaded hole 4
Connection, the web and 2 inframarginal of door beam of the wind-resistant column 1 are provided with shock absorption buffering mechanism 6, by the way that shock absorption buffering mechanism 6 is arranged,
Effective transmitting vertical load, to protect this connection structure.
In the present embodiment, above scheme, specifically, the fixed plate 3, which is fixedly welded, to be set under 2 inframarginal of a beam
Side, the present embodiment simply is also easier to operate using direct welding manner, low in cost.
Specifically, the fixed plate 3 is provided with support plate 7 with 2 inframarginal of door beam also oblique weld, and the support plate 7 is consolidated
Fixed board 3 and 2 inframarginal of door beam form triangular structure of right angle and are provided with this support between the fixed plate being welded and door beam
Plate, three form reliable and stable triangular structure, improve stability.
Specifically, backing plate 8 is additionally provided between the fixed plate 3 and the web of wind-resistant column 1, first bolt 5 runs through
Backing plate 8 is fixedly connected with the web and fixed plate 3 of wind-resistant column 1, and the effect of backing plate is arranged primarily to preventing direct contact wear
Greatly, if connection gap is larger between fixed plate and wind-resistant column, the two can also be close to by fixed strain by setting backing plate,
Increase its applicability.
Specifically, the fixing threaded hole 4 is the vertical long hole of ellipse, sets the vertical long hole of ellipse for fixing threaded hole 4,
Certain deformation can be born when bearing vertical load, transmit vertical load, avoid being stressed directly damage, protection connection knot
Structure.
Specifically, the shock absorption buffering mechanism 6 is buffer spring, shock absorption buffering mechanism is arranged, first is in order to same
Vertical load is transmitted, bears vertical force, second can prevent the concussion of a beam and steel structure roof is excessive to cause to collapse (as
Shake, shakes caused by rail traffic etc.), have certain damping effect, equally connection structure is protected.
Embodiment 2
As Figure 3-Figure 4, the connection structure of a kind of beam and wind-resistant column, including wind-resistant column 1, Men Liang 2, the wind-resistant column
1 is set to the lower section of 2 inframarginal of a beam, and there are two fixed plates 3 for 2 inframarginal fixed symmetrical of the door beam setting, are symmetrical arranged, two
Person's uniform force, reliable and stable, the fixed plate 3 forms clamping to the web of wind-resistant column 1, the web of the wind-resistant column 1 and solid
Fixing threaded hole 4 is provided on fixed board 3, the web and fixed plate 3 of wind-resistant column 1 are fixed using the first bolt 5 by fixing threaded hole 4
Connection, the web and 2 inframarginal of door beam of the wind-resistant column 1 are provided with shock absorption buffering mechanism 6, by the way that shock absorption buffering mechanism 6 is arranged,
Effective transmitting vertical load, to protect this connection structure.
In the present embodiment, above scheme, specifically, the fixed plate 3 is L-shaped to be fixedly installed by the second bolt 9
The lower section of 2 inframarginal of Yu Menliang is bolted on together, reliable and stable, letter by the bottom edge fixation of the fixed plate of " L " type
It is single easy-maintaining.
Specifically, backing plate 8 is additionally provided between the fixed plate 3 and the web of wind-resistant column 1, first bolt 5 runs through
Backing plate 8 is fixedly connected with the web and fixed plate 3 of wind-resistant column 1, and the effect of backing plate is arranged primarily to preventing direct contact wear
Greatly, if connection gap is larger between fixed plate and wind-resistant column, the two can also be close to by fixed strain by setting backing plate,
Increase its applicability.
Specifically, the fixing threaded hole 4 is the vertical long hole of ellipse, sets the vertical long hole of ellipse for fixing threaded hole 4,
Certain deformation can be born when bearing vertical load, transmit vertical load, avoid being stressed directly damage, protection connection knot
Structure.
Specifically, the shock absorption buffering mechanism 6 is buffer spring, shock absorption buffering mechanism is arranged, first is in order to same
Vertical load is transmitted, bears vertical force, second can prevent the concussion of a beam and steel structure roof is excessive to cause to collapse (as
Shake, shakes caused by rail traffic etc.), have certain damping effect, equally connection structure is protected.
The utility model is by being provided with shock absorption buffering mechanism, Yi Ji on the web top of door beam inframarginal and wind-resistant column
One is bolted wind resistance column web and fixed plate, the vertical long hole of ellipse is provided in fixed plate, so that fixed plate and wind resistance
Column can have a certain range of buffer area, can effectively bear vertical load and deformation, protect the company of wind-resistant column and door beam
It connects, extends physical life；Also by when using the mode directly welded, also inclining in side in the connection type of fixed plate
It tiltedly is provided with support plate, allows support plate and wind-resistant column and door beam to form stable three-legged structure, accepts reliable and stable；In addition,
Or by the second bolt it is fixed by fixed plate and door beam when, fixed plate using " L " type fixed plate, bottom edge directly with door beam spiral shell
Bolt is fixed, same reliable and stable.
In conclusion the utility model be it is a kind of can bear vertical load, uniform force, the reliable door beam of stable connection with
The connection structure connection structure of wind-resistant column is suitable for field of steel structure.
The above is only the preferred embodiment of the utility model, it should be understood that the utility model is not limited to herein
Disclosed form, should not be regarded as an exclusion of other examples, and can be used for other combinations, modifications, and environments, and
Can be in contemplated scope described herein, modifications can be made through the above teachings or related fields of technology or knowledge.And this field
The modifications and changes that personnel are carried out do not depart from the spirit and scope of the utility model, then all should be in right appended by the utility model
It is required that protection scope in.
Claims (7)
1. the connection structure of a kind of beam and wind-resistant column, which is characterized in that including wind-resistant column, Men Liang, the wind-resistant column is set to
The lower section of door beam inframarginal, there are two fixed plates for the door beam inframarginal fixed symmetrical setting, and the fixed plate is to wind-resistant column
Web forms clamping, is provided with fixing threaded hole, the web and fixed plate of wind-resistant column on the web and fixed plate of the wind-resistant column
It is fixedly connected by fixing threaded hole using the first bolt, the web and door beam inframarginal of the wind-resistant column are provided with damping, buffering dress
It sets.
2. the connection structure of according to claim 1 beam and wind-resistant column, which is characterized in that the fixed plate is L-shaped
A lower section for beam inframarginal is fixedly installed on by the second bolt.
3. the connection structure of according to claim 1 beam and wind-resistant column, which is characterized in that the fixed plate is fixedly welded
It is set to a lower section for beam inframarginal.
4. the connection structure of according to claim 3 beam and wind-resistant column, which is characterized in that under the fixed plate and door beam
Listrium also oblique weld is provided with support plate, and the support plate, fixed plate and door beam inframarginal form triangular structure of right angle.
5. the connection structure of according to claim 1 beam and wind-resistant column, which is characterized in that the fixed plate and wind-resistant column
Web between be additionally provided with backing plate, the first bolt-through backing plate is fixedly connected with the web and fixed plate of wind-resistant column.
6. the connection structure of according to claim 1 beam and wind-resistant column, which is characterized in that the fixing threaded hole is ellipse
The vertical long hole of shape.
7. the connection structure of according to claim 1 beam and wind-resistant column, which is characterized in that the shock absorption buffering mechanism is
Buffer spring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920330164.9U CN209723244U (en) | 2019-03-15 | 2019-03-15 | A kind of connection structure of beam and wind-resistant column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920330164.9U CN209723244U (en) | 2019-03-15 | 2019-03-15 | A kind of connection structure of beam and wind-resistant column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209723244U true CN209723244U (en) | 2019-12-03 |
Family
ID=68686757
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920330164.9U Expired - Fee Related CN209723244U (en) | 2019-03-15 | 2019-03-15 | A kind of connection structure of beam and wind-resistant column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209723244U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111827478A (en) * | 2020-07-24 | 2020-10-27 | 中建科工集团有限公司 | Steel structure and mounting method thereof |
-
2019
- 2019-03-15 CN CN201920330164.9U patent/CN209723244U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111827478A (en) * | 2020-07-24 | 2020-10-27 | 中建科工集团有限公司 | Steel structure and mounting method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191203 Termination date: 20210315 |