CN207905124U - A kind of energy dissipating-frame support structure - Google Patents
A kind of energy dissipating-frame support structure Download PDFInfo
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- CN207905124U CN207905124U CN201721376056.2U CN201721376056U CN207905124U CN 207905124 U CN207905124 U CN 207905124U CN 201721376056 U CN201721376056 U CN 201721376056U CN 207905124 U CN207905124 U CN 207905124U
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- supporting rod
- lead
- frame
- support structure
- viscoelastic damper
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Abstract
The utility model provides a kind of energy dissipating frame support structure, it includes lead viscoelastic damper, supporting rod, multiple Vierendeel girders and multiple frame columns, each Vierendeel girder forms a rectangular frame with multiple nodes with each frame column, the supporting rod is detachably connected on the inner wall of the Vierendeel girder, and the lead viscoelastic damper is detachably connected with the supporting rod.The energy dissipating frame support structure of the utility model mainly forms a rectangular frame by Vierendeel girder and frame column, which has stronger plastic deformation ability；Supporting rod is installed in the inside of rectangular frame again and improves structural bearing capacity and lateral rigidity to enhance; finally; energy consumption is deformed using the shearing lag return of the lead for retractable pencil shearing of lead viscoelastic damper, crimp energy consumption and viscous-elastic material; the seismic energy so that it dissipates in violent earthquake; the safety of agent structure is protected, and enough lateral rigidities can be provided under the action of small shake and wind load for structure.
Description
Technical field
The utility model is related to a kind of building structure dissipative members, and in particular to a kind of energy dissipating-frame support structure.
Background technology
Unbraced frames are also known as moment resisting, the advantage is that column network arrangements are flexible, ductility is good, and plastic deformation ability is strong.But it is pure
Frame is single Lateral Resistant System, and anti-side rigidity is limited, and larger lateral deformation is also easy to produce under horizontal earthquake action and is caused non-
The serious destruction even structure total Collapse of structural elements, the warning of collapsing of a large amount of reinforced concrete frame structures in Wenchuan earthquake
We must pay attention to the anti-fall performance study that collapses of frame structure.But band column braces armored concrete in part in Wenchuan earthquake
Frame structure successfully resist super large earthquake experience have shown that, vertical supporting is set between frame segment trestle, is formed several
Pin band braced frames, can improve the collapse resistant capacity of frame structure.Therefore, the research Yu use of frame-support construction for
The shock resistance for improving multi-rise building object has a very important significance.
Frame-support construction is a kind of very common structure type, so-called frame-in multi and tall steel building building
Support construction is to improve structural bearing capacity and side by arranging support between frame segment trestle on the basis of frame structure
To rigidity.Support system and frame system cooperatively form dual lateral resisting structure system, this be not only structure normally by
Certain rigidity is provided in the case of power, also provided under horizontal earthquake action and larger wind action for structure twice by
Power defence line forms ideal failure mechanism.
However the twice stress defence line constructed by frame-support construction is to resist external loads, branch from the angle of " anti-"
Support component is easy to happen unstability outside plane under reciprocal horizontal external effect and destroys, and is unfavorable for the energy-dissipating and shock-absorbing of structure.
Invention content
In order to solve the above technical problems, the purpose of this utility model is to provide a kind of energy dissipating-frame support structure, this disappears
Energy-frame support structure can either effectively dissipate the seismic energy of input structure in violent earthquake, protect the peace of agent structure
Entirely, and enough lateral rigidities can be provided for structure under the action of small shake and wind load.
Based on this, the utility model proposes a kind of energy dissipating-frame support structures comprising lead viscoelastic damper, branch
Strut, multiple Vierendeel girders and multiple frame columns, each Vierendeel girder forms one with each frame column has multiple nodes
Rectangular frame, the supporting rod is detachably connected on the inner wall of the Vierendeel girder, the lead viscoelastic damper with it is described
Supporting rod is detachably connected.
Optionally, the supporting rod is single diagonal-bracing type supporting rod, the both ends of the supporting rod respectively with the rectangular frame
On two corner node is detachably connected, and the mounting portion there are one open-type, the lead viscoelasticity are set on the supporting rod
Damper is detachably connected with the mounting portion.
Optionally, the supporting rod is herringbone bridging formula supporting rod, the both ends of the supporting rod respectively with the rectangular frame
On two adjacent nodes be detachably connected, connecting rod, the both ends of the connecting rod are installed on the lug boss of the supporting rod
Be respectively connected with the lead viscoelastic damper, and one end of each lead viscoelastic damper respectively on the rectangular frame
Other two adjacent node is detachably connected.
Optionally, the supporting rod is wall pier formula supporting rod, and the both ends of the supporting rod are detachably connected on each institute respectively
It states on Vierendeel girder, and sets the mounting portion there are one open-type on the supporting rod, the lead viscoelastic damper and the installation
Portion is detachably connected.
Optionally, the lead viscoelastic damper includes connecting rod and several groups damper assembly, and the two of the damper assembly
End is rotatably connected with the connecting rod.
Optionally, the damper assembly includes viscoelasticity layer, shearing steel plate, constraint steel plate and axis pin, the viscoelasticity
Layer respectively with the shearing steel plate and the constraint steel plate by vulcanization integrally, the viscoelasticity layer, shearing steel plate and
Constraint steel plate is linked together by the axis pin.
Optionally, the viscoelasticity layer includes multiple viscoelasticity rubber layers and multiple sheet metals, multiple viscoelasticity rubbers
Glue-line is superimposed with multiple sheet metals and is fixedly connected.
Optionally, the lead viscoelastic damper is lead viscoelastic damper or common viscoelastic damper.
Optionally, the lead viscoelastic damper further includes lead for retractable pencil and lead for retractable pencil capping, and the lead for retractable pencil is from the viscoelasticity layer
Reserving hole be inserted in, lead for retractable pencil capping is bolted with the constraint steel plate.
Implement the utility model embodiment, has the advantages that：
Energy dissipating-the frame support structure of the utility model mainly forms a rectangular frame by Vierendeel girder and frame column,
The rectangular frame has stronger plastic deformation ability, meanwhile, then supporting rod is installed in the inside of rectangular frame and is carried to enhance
Lead viscoelastic damper finally connect with supporting rod, utilizes lead viscoelastic damper by high structural bearing capacity and lateral rigidity
The shearing lag return deformation energy consumption of lead for retractable pencil shearing, crimp energy consumption and viscous-elastic material so that the energy dissipating-frame support structure
Can be in violent earthquake by rectangular frame and the rigidity of supporting rod retainer body structure, and effectively hindered using lead viscoelasticity
The seismic energy of the deformation dissipation input structure of Buddhist nun's device protects the safety of agent structure, and can be in the effect of small shake and wind load
Structure increases its lateral rigidity based on lower utilization rectangular frame and supporting rod, meanwhile, lead viscoelastic damper can be very
Shear-deformable energy consumption is just generated under thin tail sheep, and has preferable fatigue performance energy consumption effect good under long-term wind load, energy
The safety of enough agent structures of protection well；Since the cooperation installation between supporting rod and lead viscoelastic damper is detachable
Connection, therefore so that a kind of energy dissipating-frame support structure of the utility model is easy for installation in Practical Project, does not influence to build
It builds and uses function, and be easy to repair and replace after shaking, be suitable for frame building structure damping, earthquake structural engineering field.
Description of the drawings
Fig. 1 is the structural schematic diagram of the energy dissipating-frame support structure of the preferred embodiment in the utility model one；
Fig. 2 is the structural schematic diagram of the energy dissipating-frame support structure of the preferred embodiment in the utility model two；
Fig. 3 is the structural schematic diagram of the energy dissipating-frame support structure of the preferred embodiment in the utility model three；
Fig. 4 is that the structure of the lead viscoelastic damper of the energy dissipating-frame support structure of the preferred embodiment in the utility model is shown
It is intended to；
Fig. 5 is that the A-A of the lead viscoelastic damper of the energy dissipating-frame support structure of the preferred embodiment in the utility model shows
It is intended to；
Fig. 6 is the first kind composite lead viscoelasticity resistance of the energy dissipating-frame support structure of the preferred embodiment in the utility model
The structural schematic diagram of Buddhist nun's device；
Fig. 7 is the second class composite lead viscoelasticity resistance of the energy dissipating-frame support structure of the preferred embodiment in the utility model
The structural schematic diagram of Buddhist nun's device.
Reference sign：
1, lead viscoelastic damper；11, connecting rod；12, damper assembly；121, viscoelasticity layer；122, shearing steel plate；123、
Constrain steel plate；124, axis pin；2, supporting rod；3, Vierendeel girder；4, frame column；5, rectangular frame；6, connecting rod.
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 without creative efforts
The every other embodiment obtained, shall fall within the protection scope of the present invention.
As shown in Figures 1 to 4, the preferred a kind of energy dissipating-frame support structure of the utility model comprising lead viscoelasticity damps
Device 1, supporting rod 2, multiple Vierendeel girders 3 and multiple frame columns 4, each Vierendeel girder 3 form a tool with each frame column 4
There are the rectangular frame 5 of multiple nodes, the supporting rod 2 to be detachably connected on the inner wall of the Vierendeel girder 3, the lead viscoelasticity
Damper 1 is detachably connected with the supporting rod 2.
Based on the above-mentioned technical proposal, a kind of energy dissipating-frame support structure of the preferred embodiment in the utility model, mainly by
Vierendeel girder 3 and frame column 4 form a rectangular frame 5, which has stronger plastic deformation ability, meanwhile, then
The inside of rectangular frame 5 is equipped with supporting rod 2 and finally hinders lead viscoelasticity to enhance raising structural bearing capacity and lateral rigidity
Buddhist nun's device 1 is connect with supporting rod 2, utilizes the shearing of 1 lead for retractable pencil of lead viscoelastic damper, crimp energy consumption and viscous-elastic material
Shearing lag return deformation energy consumption so that the energy dissipating-frame support structure can pass through rectangular frame 5 and supporting rod in violent earthquake
The rigidity of 2 retainer body structures, and the seismic energy of the effective deformation dissipation input structure using lead viscoelastic damper 1,
It protects the safety of agent structure, and can tie in small shake and using based on rectangular frame 5 and supporting rod 2 under the action of wind load
Structure increases its lateral rigidity, meanwhile, lead viscoelastic damper 1 can just generate shear-deformable energy consumption under very little displacement, and
Have preferable fatigue performance energy consumption effect good under long-term wind load, can be good at the safety for protecting agent structure；Due to
Cooperation installation between supporting rod 2 and lead viscoelastic damper 1 is to be detachably connected, therefore so that the utility model disappears
Energy-frame support structure is easy for installation in Practical Project, does not influence building uses function, and is easy to repair and replace after shaking,
Suitable for frame building structure damping, earthquake structural engineering field.
In the present embodiment, specifically, as shown in Figure 1, rectangular frame 5 is to pass power often by its node in stress
It is delivered on frame column 4 and Vierendeel girder 3, but also being susceptible to destroy at its node, therefore, the supporting rod 2 is designed as list
The both ends of diagonal-bracing type supporting rod, the supporting rod 2 are respectively detachably connected corner node with two on the rectangular frame 5,
And mounting portion there are one open-type is set on the supporting rod 2, the lead viscoelastic damper 1 detachably connects with the mounting portion
Connect, in this way can either under the action of by external force (such as：Earthquake, wind load etc.) ensure agent structure safety, also may be used
Effectively to utilize the seismic energy of the deformation dissipation input structure of lead viscoelastic damper 1.
In the present embodiment, specifically, as shown in Fig. 2, the supporting rod 2 is herringbone bridging formula supporting rod, the supporting rod 2
Both ends are detachably connected with two adjacent nodes on the rectangular frame 5 respectively, fixed peace on the lug boss of the supporting rod 2
Equipped with connecting rod 6, the both ends of the connecting rod 6 are respectively connected with the lead viscoelastic damper 1, and each lead viscoelastic damper 1
One end be detachably connected respectively with other two adjacent node on the rectangular frame 5, fix two sections using supporting rod 2
The promise rigidity of rectangular frame 5, also by one end of each lead viscoelastic damper 1 respectively on the rectangular frame 5
Other two adjacent node connection so that its under the action of by external force (such as：Earthquake, wind load etc.) ensure main body
The safety of structure, it is possibility to have the seismic energy of the deformation dissipation input structure using lead viscoelastic damper 1 of effect.
In the present embodiment, specifically, as shown in figure 3, the supporting rod 2 is wall pier formula supporting rod, the two of the supporting rod 2
End is detachably connected on respectively on each Vierendeel girder 3, and the mounting portion there are one open-type is set on the supporting rod 2, described
Lead viscoelastic damper 1 is detachably connected with the mounting portion.
In the present embodiment, specifically, as shown in Figures 4 and 5, the lead viscoelastic damper 1 includes connecting rod 11 and several
Group damper assembly 12, the both ends of the damper assembly 12 are rotatably connected with the connecting rod 11 so that lead viscoelasticity hinders
Buddhist nun's device 1 can pass through the rotatable progress energy dissipating between connecting rod 11 and damper assembly 12 when by external force；The damping
Component 12 includes viscoelasticity layer 121, shearing steel plate 122, constraint steel plate 123 and axis pin 124, and the viscoelasticity layer 121 is distinguished
With the shearing steel plate 122 and the constraint steel plate 123 by vulcanizing integrally, the viscoelasticity layer 121, shearing steel plate
122 and constraint steel plate 123 linked together by the axis pin 124.The viscoelasticity layer 121 includes multiple viscoelasticity rubber
Layer and multiple sheet metals, multiple viscoelasticity rubber layers are superimposed with multiple sheet metals to be fixedly connected；Mainly make
Obtaining lead viscoelastic damper 1, there is the shearing lag return deformation of lead for retractable pencil shearing, crimp energy consumption and viscous-elastic material to consume energy
Performance.The lead viscoelastic damper 1 is preferably lead viscoelastic damper or common viscoelastic damper；The lead viscoelasticity resistance
Buddhist nun's device further includes lead for retractable pencil and lead for retractable pencil capping, and the lead for retractable pencil is inserted in from the reserving hole of the viscoelasticity layer, the lead for retractable pencil capping with
The constraint steel plate 123 is bolted, this ensure that the shearing of the lead for retractable pencil of lead viscoelastic damper 1 is consumed with crimp
The deformation energy consumption of the shearing lag return of energy and viscous-elastic material；As shown in Figures 6 and 7, multiple damper assemblies 12 can also be designed as
Composite lead viscoelastic damper, such as：Multiple damper assemblies are glutinous by the first kind composite lead of connecting rod group quadrangularly
Damper the second ekalead viscoelastic damper etc. of elastic damper or multiple quadrangles.
In conclusion energy dissipating-the frame support structure of the utility model mainly forms one by Vierendeel girder 3 and frame column 4
A rectangular frame 5, the rectangular frame 5 have stronger plastic deformation ability, meanwhile, then be equipped in the inside of rectangular frame 5
Lead viscoelastic damper 1 is finally connect by supporting rod 2 to enhance raising structural bearing capacity and lateral rigidity with supporting rod 2, profit
Energy consumption is deformed with the shearing lag return of the lead for retractable pencil shearing of lead viscoelastic damper 1, crimp energy consumption and viscous-elastic material so that
Energy dissipating-the frame support structure can in violent earthquake by the rigidity of 2 retainer body structure of rectangular frame 5 and supporting rod,
And the seismic energy of the effective deformation dissipation input structure using lead viscoelastic damper 1, the safety of agent structure is protected, again
In small shake and its lateral rigidity can be increased using structure based on rectangular frame 5 and supporting rod 2 under the action of wind load, together
When, lead viscoelastic damper 1 can just generate shear-deformable energy consumption under very little displacement, and have preferably under long-term wind load
Fatigue performance energy consumption effect it is good, can be good at protect agent structure safety；Since supporting rod 2 and lead viscoelasticity damp
Cooperation installation between device 1 is to be detachably connected, therefore so that the energy dissipating-frame support structure of the utility model is in reality
It is easy for installation in engineering, do not influence building use function, and shake after be easy to repair and replace, subtract suitable for frame building structure
Shake, earthquake structural engineering field.
The above is preferred embodiments of the present invention, it is noted that for the ordinary skill of the art
For personnel, without departing from the principle of this utility model, several improvement and deformations can also be made, these improve and become
Shape is also considered as the scope of protection of the utility model.
Claims (8)
1. a kind of energy dissipating-frame support structure, which is characterized in that including lead viscoelastic damper, supporting rod, multiple Vierendeel girders with
And multiple frame columns, each Vierendeel girder form a rectangular frame with multiple nodes, the branch with each frame column
Strut is detachably connected on the inner wall of the Vierendeel girder, and the lead viscoelastic damper is detachably connected with the supporting rod；
The lead viscoelastic damper includes connecting rod and several groups damper assembly, and the both ends of the damper assembly rotatably connect
There is the connecting rod.
2. energy dissipating-frame support structure as described in claim 1, which is characterized in that the supporting rod is that single diagonal-bracing type supports
The both ends of bar, the supporting rod are respectively detachably connected corner node with two on the rectangular frame, and the supporting rod
On set mounting portion there are one open-type, the lead viscoelastic damper is detachably connected with the mounting portion.
3. energy dissipating-frame support structure as described in claim 1, which is characterized in that the supporting rod supports for herringbone bridging formula
The both ends of bar, the supporting rod are detachably connected with two adjacent nodes on the rectangular frame respectively, the supporting rod
Connecting rod is installed on lug boss, the both ends of the connecting rod are respectively connected with the lead viscoelastic damper, and each lead is glutinous
One end of elastic damper is detachably connected with other two adjacent node on the rectangular frame respectively.
4. energy dissipating-frame support structure as described in claim 1, which is characterized in that the supporting rod is wall pier formula supporting rod,
The both ends of the supporting rod are detachably connected on respectively on each Vierendeel girder, and set on the supporting rod there are one open-type
Mounting portion, the lead viscoelastic damper are detachably connected with the mounting portion.
5. energy dissipating-frame support structure as described in claim 1, which is characterized in that the damper assembly include viscoelasticity layer,
Shearing steel plate, constraint steel plate and axis pin, the viscoelasticity layer pass through with the shearing steel plate and the constraint steel plate respectively
Vulcanization is integral, and the viscoelasticity layer, shearing steel plate and constraint steel plate are linked together by the axis pin.
6. energy dissipating-frame support structure as claimed in claim 5, which is characterized in that the viscoelasticity layer includes multiple glutinous bullets
Property rubber layer and multiple sheet metals, multiple viscoelasticity rubber layers are superimposed with multiple sheet metals to be fixedly connected.
7. such as claim 1 to 6 any one of them energy dissipating-frame support structure, which is characterized in that the lead viscoelasticity damping
Device is lead viscoelastic damper or common viscoelastic damper.
8. energy dissipating-frame support structure as claimed in claim 7, which is characterized in that the lead viscoelastic damper further includes
Lead for retractable pencil and lead for retractable pencil capping, the lead for retractable pencil are inserted in from the reserving hole of the viscoelasticity layer, the lead for retractable pencil capping and the constraint steel
Plate is bolted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721376056.2U CN207905124U (en) | 2017-10-20 | 2017-10-20 | A kind of energy dissipating-frame support structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721376056.2U CN207905124U (en) | 2017-10-20 | 2017-10-20 | A kind of energy dissipating-frame support structure |
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| CN207905124U true CN207905124U (en) | 2018-09-25 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110155304A (en) * | 2019-01-25 | 2019-08-23 | 北京机电工程研究所 | Anti- side knock big opening cargo tank structure and the aircraft with it |
| CN111877587A (en) * | 2020-08-08 | 2020-11-03 | 河南盛鼎建设集团有限公司 | Small building safety device that moves away to avoid possible earthquakes |
| CN112482600A (en) * | 2020-11-19 | 2021-03-12 | 东北林业大学 | Composite damper for reinforcing building frame |
| CN113235753A (en) * | 2021-04-03 | 2021-08-10 | 河北工业大学 | Frame slant power consumption strutting arrangement |
| CN114250881A (en) * | 2022-01-17 | 2022-03-29 | 南京林业大学 | '5 + 4' orthogonal viscoelastic damping device |
-
2017
- 2017-10-20 CN CN201721376056.2U patent/CN207905124U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110155304A (en) * | 2019-01-25 | 2019-08-23 | 北京机电工程研究所 | Anti- side knock big opening cargo tank structure and the aircraft with it |
| CN110155304B (en) * | 2019-01-25 | 2021-11-12 | 北京机电工程研究所 | Anti-transverse-impact large-opening cabin section structure and aircraft with same |
| CN111877587A (en) * | 2020-08-08 | 2020-11-03 | 河南盛鼎建设集团有限公司 | Small building safety device that moves away to avoid possible earthquakes |
| CN111877587B (en) * | 2020-08-08 | 2021-07-16 | 河南盛鼎建设集团有限公司 | Small building safety device that moves away to avoid possible earthquakes |
| CN112482600A (en) * | 2020-11-19 | 2021-03-12 | 东北林业大学 | Composite damper for reinforcing building frame |
| CN113235753A (en) * | 2021-04-03 | 2021-08-10 | 河北工业大学 | Frame slant power consumption strutting arrangement |
| CN114250881A (en) * | 2022-01-17 | 2022-03-29 | 南京林业大学 | '5 + 4' orthogonal viscoelastic damping device |
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