CN207598659U - Steel structure connects dampening assembly - Google Patents
Steel structure connects dampening assembly Download PDFInfo
- Publication number
- CN207598659U CN207598659U CN201721801576.3U CN201721801576U CN207598659U CN 207598659 U CN207598659 U CN 207598659U CN 201721801576 U CN201721801576 U CN 201721801576U CN 207598659 U CN207598659 U CN 207598659U
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- CN
- China
- Prior art keywords
- component body
- connecting portion
- steel structure
- upper connecting
- dampening assembly
- 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
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Abstract
The utility model is related to a kind of steel structures to connect dampening assembly, include the component body of generally L-type structure, the component body bottom is equipped with lower connecting portion, upper connecting portion is equipped with outside component body, the inside of component body and connection end surface are opening, the reinforcing plate for connecting its top panel and back panel is equipped on the inside of component body, vibration damper plate is additionally provided with outside the upper connecting portion top and both sides;The structure design of the utility model is reasonable, and the connection of steel structure column and steel structure crossbeam is realized by the use of the component, while when upper connecting portion of component is connect with steel structure crossbeam can play damping effect by vibration damper plate.
Description
Technical field
The utility model is related to steel structure technology field more particularly to a kind of steel structure connection dampening assemblies.
Background technology
Steel construction has the characteristics that dead weight is light, intensity is high, ductility is good, anti-seismic performance is strong, in traditional steel structure support goods
It is directly fixed by bolt between steel structure column and steel structure crossbeam in frame, it is each using easily leading to for a long time there are the phenomenon that resonance
Junction is also easy to produce loose phenomenon, influences the normal use of steel structure support shelf.
Invention content
In order to solve deficiency of the prior art, the purpose of this utility model is to provide one kind for connecting steel structure column
Dampening assembly is connect with the steel structure of steel structure crossbeam.
Technical solution is used by the utility model solves its technical problem:
A kind of steel structure connects dampening assembly, it is characterised in that:Include the component body of generally L-type structure, the component
Body bottom portion is equipped with lower connecting portion, and upper connecting portion is equipped with outside component body, and the inside of component body and connection end surface are
Opening, is equipped with the reinforcing plate for connecting its top panel and back panel on the inside of component body, at the top of the upper connecting portion and
Vibration damper plate is additionally provided with outside both sides.
At least one supporting rod for connecting lower connecting portion and upper connecting portion, support are additionally provided on the inside of the component body
It is welded respectively by the top panel and back panel of end plate and component body at bar both ends.
The reinforcing plate be triangular panels, the two of which side of reinforcing plate be mutually perpendicular to and respectively with component body
It is welded on the inside of top panel and back panel.
The vibration damper plate uses corrugated plating.
In conclusion the beneficial effects of the utility model are:It is reasonable in design, steel structure is realized by the use of the component
The connection of column and steel structure crossbeam, at the same when upper connecting portion of component is connect with steel structure crossbeam can damping be played by vibration damper plate
Effect.
Description of the drawings
The utility model is further illustrated with reference to the accompanying drawings and examples.
Fig. 1 is the main structure diagram of embodiment one.
Fig. 2 is the side structure schematic view of embodiment one.
Fig. 3 is the main structure diagram of embodiment two.
In figure:1 component body, 2 vibration damper plates, 3 reinforcing plates, 4 supporting rods, 5 end plates, 6 times connecting portions, connecting portion on 7.
Specific embodiment
Illustrate the embodiment of the utility model by particular specific embodiment below, those skilled in the art can be by this
Content disclosed by specification understands other advantages and effect of the utility model easily.
Embodiment one
As shown in Figure 1, 2:A kind of steel structure connects dampening assembly, the component body 1 including generally L-type structure, component sheet
Body 1 is formed by back panel, top panel and for connecting the side panel of back panel and top panel, wherein:
1 bottom of component body is equipped with lower connecting portion 6, and 1 outside of component body is equipped with upper connecting portion 7, component body 1
Inside, 6 end face of lower connecting portion and 7 end face of upper connecting portion are opening, and 1 inside of component body is equipped with to connect its top panel
With the reinforcing plate 3 of back panel, the reinforcing plate 3 is triangular panels, and the two of which side of reinforcing plate 3 is mutually perpendicular to and divides
Not with being welded on the inside of the top panel of component body 1 and back panel, reinforcing plate 3 is used to increase the structural strength of component body 1,
The load bearing effect of connecting portion 7 in raising, during installation, component body 1 and lower connecting portion 6 are embedded in steel structure column and pass through bolt
Connection is fixed, and upper connecting portion 7 is embedded in steel structure crossbeam and fixation is bolted, and steel structure column and steel structure crossbeam use
C-type steel;
Vibration damper plate 2 is equipped with outside 7 top of upper connecting portion and both sides, vibration damper plate 2 uses corrugated plating, is steel structure horizontal stroke
Beam connect when, vibration damper plate 2 is located between steel structure crossbeam inner wall and upper connecting portion 7, bolt across steel structure crossbeam, vibration damper plate 2 and on
7 side wall of connecting portion is set, and vibration damper plate 2 is made to play damping effect for the connection of steel structure crossbeam, prevents vibrating effect from directly transmitting
Cause synchro-resonance.
Embodiment two
As shown in Figure 3:A kind of steel structure connects dampening assembly, the component body 1 including generally L-type structure, component body 1
It is formed by back panel, top panel and for connecting the side panel of back panel and top panel, wherein:
1 bottom of component body is equipped with lower connecting portion 6, and 1 outside of component body is equipped with upper connecting portion 7, component body 1
Inside, 6 end face of lower connecting portion and 7 end face of upper connecting portion are opening, and 1 inside of component body is equipped with to connect its top panel
With the reinforcing plate 3 of back panel, the reinforcing plate 3 is triangular panels, and the two of which side of reinforcing plate 3 is mutually perpendicular to and divides
Not with being welded on the inside of the top panel of component body 1 and back panel, reinforcing plate 3 is used to increase the structural strength of component body 1,
The load bearing effect of connecting portion 7 in raising, during installation, component body 1 and lower connecting portion 6 are embedded in steel structure column and pass through bolt
Connection is fixed, and upper connecting portion 7 is embedded in steel structure crossbeam and fixation is bolted, and steel structure column and steel structure crossbeam use
C-type steel;
Vibration damper plate 2 is equipped with outside 7 top of upper connecting portion and both sides, vibration damper plate 2 uses corrugated plating, is steel structure horizontal stroke
Beam connect when, vibration damper plate 2 is located between steel structure crossbeam inner wall and upper connecting portion 7, bolt across steel structure crossbeam, vibration damper plate 2 and on
7 side wall of connecting portion is set, and vibration damper plate 2 is made to play damping effect for the connection of steel structure crossbeam, prevents vibrating effect from directly transmitting
Cause synchro-resonance;
1 inside of component body is additionally provided with a supporting rod 4 for connecting lower connecting portion 6 and upper connecting portion 7, support
The quantity of bar 4 is set according to the length of upper connecting portion 7, and 4 both ends of supporting rod pass through end plate 5 and the top surface face of component body 1 respectively
Plate and back panel welding, by the setting of supporting rod 4 for coordinating the common structure for increasing component body 1 strong with reinforcing plate 3
It spends, the load bearing effect of connecting portion 7 in raising.
The foregoing is merely the preferred embodiments of the utility model, as long as realizing the utility model with essentially identical means
Purpose technical solution, belong within the scope of protection of the utility model.
Claims (4)
1. a kind of steel structure connects dampening assembly, it is characterised in that:Include the component body of generally L-type structure, the component sheet
Body bottom is equipped with lower connecting portion, upper connecting portion is equipped with outside component body, the inside of component body and connection end surface are spacious
Mouthful, the reinforcing plate for connecting its top panel and back panel, the upper connecting portion top and two are equipped on the inside of component body
Vibration damper plate is additionally provided with outside side.
2. steel structure according to claim 1 connects dampening assembly, it is characterised in that:Use is additionally provided on the inside of the component body
In the lower connecting portion of connection and at least one supporting rod of upper connecting portion, supporting rod both ends pass through end plate and the top of component body respectively
Faceplate panels and back panel welding.
3. steel structure according to claim 1 connects dampening assembly, it is characterised in that:The reinforcing plate is triangular panels,
The two of which side of reinforcing plate is mutually perpendicular to and respectively with being welded on the inside of the top panel of component body and back panel.
4. steel structure according to claim 1 connects dampening assembly, it is characterised in that:The vibration damper plate uses corrugated plating.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721801576.3U CN207598659U (en) | 2017-12-11 | 2017-12-11 | Steel structure connects dampening assembly |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721801576.3U CN207598659U (en) | 2017-12-11 | 2017-12-11 | Steel structure connects dampening assembly |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207598659U true CN207598659U (en) | 2018-07-10 |
Family
ID=62767634
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201721801576.3U Expired - Fee Related CN207598659U (en) | 2017-12-11 | 2017-12-11 | Steel structure connects dampening assembly |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207598659U (en) |
-
2017
- 2017-12-11 CN CN201721801576.3U patent/CN207598659U/en not_active Expired - Fee Related
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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: 20180710 Termination date: 20181211 |