CN207646924U - A kind of assembled architecture energy-consumption shock-absorption device - Google Patents
A kind of assembled architecture energy-consumption shock-absorption device Download PDFInfo
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- CN207646924U CN207646924U CN201721472025.7U CN201721472025U CN207646924U CN 207646924 U CN207646924 U CN 207646924U CN 201721472025 U CN201721472025 U CN 201721472025U CN 207646924 U CN207646924 U CN 207646924U
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- steel frame
- column
- accentric support
- support steel
- end plate
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Abstract
The utility model discloses a kind of assembled architecture energy-consumption shock-absorption devices, it is desirable to provide a kind of reliable and stable assembled architecture energy-consumption shock-absorption device.It includes the butterfly connecting elements of the first steel frame column and the second steel frame column being oppositely arranged, the first accentric support steel frame, the second accentric support steel frame, and the first accentric support steel frame of connection and the second accentric support steel frame；The first accentric support steel frame includes the drawing component for being fixedly installed on the inside of the first steel frame column, being arranged along the first steel frame strut length direction, one end is vertically installed in the cross-tie in the middle part of drawing component, it is set to the beam-to-column connection end plate of cross-tie end, the top brace that the lower part brace and both ends that both ends are connect with beam-to-column connection end plate and drawing member lower respectively are connect with beam-to-column connection end plate and drawing member upper respectively；The second accentric support steel frame and the structure of the first accentric support steel frame are identical and arranged symmetrically.
Description
Technical field
The utility model is related to assembled architecture technical fields, are filled more particularly, to a kind of assembled architecture energy-dissipating and shock-absorbing
It sets.
Background technology
Traditional construction industry is high pollution, highly energy-consuming, labor-intensive industry, and industrialization degree is low, water consume, energy
Consumption, artificial rubbish, quantity of wastewater effluent are big, do not meet the Sustainable development policies of national energy-saving and environmental protection, and need a large amount of
Labour, with being on the rise for population structure aging, demographic dividend fades away, the constant tension of resource and the energy, ring
The reinforcement of border protective awareness, the mode of construction of traditional architecture has not met the development need of current economic and society, at this point, melting
The assembling type steel structure building for having closed steel construction and housing industrialization advantage comes into existence as the situation requires, and obtains in national industrial policies energetically
It helps.The appearance of assembling type steel structure building greatly shortens building site construction period, has component, component manufacturer's standard
Metaplasia production is prefabricated, and in-site installation mechanization, quality controllable, efficient quick, live wet-less operation, environmental noise, dust pollution are small,
The advantages that energy saving and resource, reduction building waste and environmental pollution.
Currently, domestic assembling type steel structure building body steel frame system research is in starting stage, generalization, knot
Structure system etc. is still not perfect.Meanwhile steel-frame structure system has good anti-seismic performance, but in height as flexible structural system
When intensity in quake zone bears larger geological process, due to lacking enough lateral deformation stiffnesses, non-structural element may be caused such as
The destructions such as wallboard, floor are serious, if prefabricated assembled steel-frame structure consumes earthquake only by the nonlinear deformation of beam column
Energy will cause beam column end and Column Joint to destroy serious.It would therefore be highly desirable to improve prefabricated assembled steel-frame structure
Beam column support system to improve the counter-bending deformability of steel-frame structure beam column, and can absorb most of earthquake in earthquake
The horizontal force of wave impact, the destruction in earthquake occur over just on secondary member, repaired after shake it is more convenient simple, to protect steel
Main structure body Beam-post Frame Structure, to improve the anti-fall performance of collapsing of prefabrication and assembly construction building.
Utility model content
The purpose of this utility model is intended to overcome the shortcomings of the prior art, provides a kind of energy consumption of assembled architecture and subtracts
Shake device.It can be improved assembled architecture steel-frame structure high intensity Zone anti-seismic performance, meanwhile, the energy-dissipating and shock-absorbing dress
The horizontal force of mostly seismic shock can be absorbed in earthquake by setting, to protect beam, the column of main body steel-frame structure, and earthquake
In destruction be happened on secondary member, build the difficulty and speed of reparation after being remarkably improved shake.
In order to solve the above-mentioned technical problem, the utility model is achieved through the following technical solutions：
A kind of assembled architecture energy-consumption shock-absorption device, including the first steel frame column being oppositely arranged and the second steel framework erect
Column, the first accentric support steel frame of the connection that is connected with the first steel frame column are connected the of connection with the second steel frame column
Two accentric support steel frames, and the butterfly of the first accentric support steel frame of connection and the second accentric support steel frame connect structure
Part；The first accentric support steel frame includes being fixedly installed on the inside of the first steel frame column, being long along the first steel frame column
The drawing component of direction setting is spent, one end is vertically installed in the cross-tie in the middle part of drawing component, is set to cross-tie end
Beam-to-column connection end plate, both ends respectively with beam-to-column connection end plate and the lower part brace that connect of drawing member lower, and
The top brace that both ends are connect with beam-to-column connection end plate and drawing member upper respectively；The second accentric support steel frame
It is identical and arranged symmetrically as the structure of the first accentric support steel frame；The both ends of the butterfly connecting elements respectively by bolt with
The beam-to-column connection end plate of the beam-to-column connection end plate of first accentric support steel frame and the second accentric support steel frame, which is fixed, to be connected
It connects.
Preferably, the drawing component is channel steel or square tube.
Preferably, the first steel frame column and the second steel frame column are all made of box column or I-column.
Preferably, the top brace and lower part brace are all made of pipe or square tube is made.
Preferably, the top brace, lower part brace and beam-to-column connection end plate are connected by welding or bolt
It connects.
Preferably, the top brace, lower part brace and drawing component by welding or being bolted.
Preferably, the cross-tie is made of pipe or square tube.
Preferably, the beam-to-column connection end plate, drawing component and cross-tie are by welding or being bolted.
Compared with prior art, the utility model has the following advantages that：
The counter-bending deformability of steel-frame structure beam column not only can be improved in the utility model, to absorb mostly seismic wave
The effect of the horizontal force of impact, and component design is prefabricated with manufacturer's standard, generalization, batch production, and full dress can be achieved in scene
Match, greatly improves assembly rate and site operation speed.
Description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it can also be obtained according to these attached drawings other attached drawings.
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the structure chart of the first accentric support steel frame in Fig. 1, and the structure chart of the second accentric support steel frame is therewith
It is identical.
Fig. 3 is the structure chart of the butterfly connecting elements in Fig. 1.
Reference numeral：The first steel frames of 1a-column, the second steel frames of 1b-column, 2a-the first accentric support steel frameworks
Frame, the second accentric supports of 2b-steel frame, 3-butterfly connecting elements, 4-drawing components, 5-lower part braces, 6-are laterally drawn
Bar, 7-top braces, 8-beam-to-column connection end plates.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are not under the premise of making the creative labor
The every other embodiment obtained, shall fall within the protection scope of the present invention.
Assembled architecture energy-consumption shock-absorption device shown in Fig. 1-3, including the first steel frame column 1a being oppositely arranged and
Two steel frame column 1b, the first accentric support steel frame 2a of the connection that is connected with the first steel frame column 1a, with the second steel frame
Second accentric support steel frame 2b of the connected connections of column 1b, and the eccentric branch of the first accentric support steel frame 2a of connection and second
Support the butterfly connecting elements 3 of steel frame 2b；The first accentric support steel frame 2a includes being fixedly installed on the first steel framework erection
The drawing component 4 being arranged on the inside of column 1a, along the first steel frame column 1a length directions, one end are vertically installed in drawing component 4
The cross-tie 6 in portion, is set to the beam-to-column connection end plate 8 of 6 end of cross-tie, both ends respectively with beam-to-column connection end plate 8
And the connection of drawing component 4 lower part lower part brace 5 and both ends respectively with 4 top of beam-to-column connection end plate 8 and drawing component
The top brace 7 of connection；The second accentric support steel frame 2b it is identical as the structure of the first accentric support steel frame 2a and
It is symmetrical arranged；The both ends of the butterfly connecting elements 3 are connected by the steel frame of bolt and the first accentric support steel frame 2a respectively
The beam-to-column connection end plate 8 for connecing end plate 8 and the second accentric support steel frame 2b is fixedly connected.
The drawing component 4 can be channel steel or square tube etc..
The first steel frame column 1a and the second steel frame column 1b preferably uses box column or I-column.
The top brace 7 and lower part brace 5 preferably use pipe or square tube to be made.
The top brace 7, lower part brace 5 can be by welding or being bolted with beam-to-column connection end plate 8.
The top brace 7, lower part brace 5 can be by welding or being bolted with drawing component 4.
The cross-tie 6 preferably uses pipe or square tube to be made.
The beam-to-column connection end plate 8, drawing component 4 can be by welding or being bolted with cross-tie 6.
When assembly, by the first accentric support steel frame 2a, the second accentric support steel frame 2b and butterfly energy consumption connecting elements 3
The energy-dissipating and shock-absorbing support of composition is at rice word structure, and with stable structure, enhancing prefabrication and assembly construction building body steel frame beam column is anti-
The effect of bending ability and the most of horizontal earthquake wave of consumption, can be along its short transverse cloth according to the height of main body steel frame column
Set one group and several groups of energy-consumption shock-absorption devices.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection domain within.
Claims (8)
1. a kind of assembled architecture energy-consumption shock-absorption device, it is characterised in that：Including the first steel frame column being oppositely arranged（1a）
With the second steel frame column（1b）, with the first steel frame column（1a）Be connected the first accentric support steel frame connected（2a）, with
Second steel frame column（1b）Be connected the second accentric support steel frame connected（2b）, and the first accentric support steel frame of connection
（2a）And the second accentric support steel frame（2b）Butterfly connecting elements（3）；The first accentric support steel frame（2a）Including
It is fixedly installed on the first steel frame column（1a）Inside, along the first steel frame column（1a）The drawing component of length direction setting
（4）, one end is vertically installed in drawing component（4）The cross-tie at middle part（6）, it is set to cross-tie（6）The steel frame of end
Connect end plate（8）, both ends respectively with beam-to-column connection end plate（8）And drawing component（4）The lower part brace of lower part connection（5）,
And both ends respectively with beam-to-column connection end plate（8）And drawing component（4）The top brace of top connection（7）；Described second
Accentric support steel frame（2b）With the first accentric support steel frame（2a）Structure it is identical and arranged symmetrically；The butterfly connects structure
Part（3）Both ends pass through bolt and the first accentric support steel frame respectively（2a）Beam-to-column connection end plate（8）And second is eccentric
Braced Frames（2b）Beam-to-column connection end plate（8）It is fixedly connected.
2. assembled architecture energy-consumption shock-absorption device according to claim 1, it is characterised in that：The drawing component（4）For slot
Steel or square tube.
3. assembled architecture energy-consumption shock-absorption device according to claim 1 or claim 2, it is characterised in that：First steel framework erects
Column（1a）With the second steel frame column（1b）It is all made of box column or I-column.
4. assembled architecture energy-consumption shock-absorption device according to claim 1 or claim 2, it is characterised in that：The top brace（7）
With lower part brace（5）It is all made of pipe or square tube is made.
5. assembled architecture energy-consumption shock-absorption device according to claim 1 or claim 2, it is characterised in that：The top brace
（7）, lower part brace（5）With beam-to-column connection end plate（8）By welding or being bolted.
6. assembled architecture energy-consumption shock-absorption device according to claim 1 or claim 2, it is characterised in that：The top brace
（7）, lower part brace（5）With drawing component（4）By welding or being bolted.
7. assembled architecture energy-consumption shock-absorption device according to claim 1 or claim 2, it is characterised in that：The cross-tie（6）It adopts
It is made of pipe or square tube.
8. assembled architecture energy-consumption shock-absorption device according to claim 1 or claim 2, it is characterised in that：The beam-to-column connection end
Plate（8）, drawing component（4）With cross-tie（6）By welding or being bolted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721472025.7U CN207646924U (en) | 2017-11-07 | 2017-11-07 | A kind of assembled architecture energy-consumption shock-absorption device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721472025.7U CN207646924U (en) | 2017-11-07 | 2017-11-07 | A kind of assembled architecture energy-consumption shock-absorption device |
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| Publication Number | Publication Date |
|---|---|
| CN207646924U true CN207646924U (en) | 2018-07-24 |
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ID=62885316
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721472025.7U Active CN207646924U (en) | 2017-11-07 | 2017-11-07 | A kind of assembled architecture energy-consumption shock-absorption device |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439104A (en) * | 2019-09-04 | 2019-11-12 | 中南大学 | Low system of multi-floor steel structure residential building and its method of construction |
| CN112031197A (en) * | 2020-09-02 | 2020-12-04 | 福州大学 | Novel damping energy dissipater device |
| CN112854538A (en) * | 2021-01-11 | 2021-05-28 | 江苏科技大学 | Block combined wall-column type multi-layer light steel residential structure system and assembly method |
-
2017
- 2017-11-07 CN CN201721472025.7U patent/CN207646924U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439104A (en) * | 2019-09-04 | 2019-11-12 | 中南大学 | Low system of multi-floor steel structure residential building and its method of construction |
| CN112031197A (en) * | 2020-09-02 | 2020-12-04 | 福州大学 | Novel damping energy dissipater device |
| CN112031197B (en) * | 2020-09-02 | 2021-05-14 | 福州大学 | Novel damping energy dissipater device |
| CN112854538A (en) * | 2021-01-11 | 2021-05-28 | 江苏科技大学 | Block combined wall-column type multi-layer light steel residential structure system and assembly method |
| CN112854538B (en) * | 2021-01-11 | 2022-04-26 | 江苏科技大学 | Block combined wall-column type multi-layer light steel residential structure system and assembly method |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 650100 No. 1 Yongjin Road, Xishan District, Kunming City, Yunnan Province Co-patentee after: YUNNAN KSEC DESIGN RESEARCH INSTITUTE Co.,Ltd. Patentee after: Yunnan Design Institute Group Co.,Ltd. Address before: 650100 No. 1 Yongjin Road, Xishan District, Kunming City, Yunnan Province Co-patentee before: YUNNAN KSEC DESIGN RESEARCH INSTITUTE Co.,Ltd. Patentee before: Yunnan Design Institute Group |
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| CP01 | Change in the name or title of a patent holder | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190610 Address after: 650100 No. 1 Yongjin Road, Xishan District, Kunming City, Yunnan Province Co-patentee after: YUNNAN KSEC DESIGN RESEARCH INSTITUTE Co.,Ltd. Patentee after: Yunnan Design Institute Group Co.,Ltd. Co-patentee after: Yunnan Construction Industrialization Research and Development Center Co.,Ltd. Address before: 650100 No. 1 Yongjin Road, Xishan District, Kunming City, Yunnan Province Co-patentee before: YUNNAN KSEC DESIGN RESEARCH INSTITUTE Co.,Ltd. Patentee before: Yunnan Design Institute Group Co.,Ltd. |
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| TR01 | Transfer of patent right |