CN203238805U - Viscoelastic-mild steel shear-type combined energy consumer - Google Patents
Viscoelastic-mild steel shear-type combined energy consumer Download PDFInfo
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- CN203238805U CN203238805U CN 201320186853 CN201320186853U CN203238805U CN 203238805 U CN203238805 U CN 203238805U CN 201320186853 CN201320186853 CN 201320186853 CN 201320186853 U CN201320186853 U CN 201320186853U CN 203238805 U CN203238805 U CN 203238805U
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- combined energy
- viscoplasticity
- horizontal baffle
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Abstract
The utility model discloses a viscoelastic-mild steel shear-type combined energy consumer, which comprises a viscoelastic damper and a shear energy-consuming combined panel. The shear energy-consuming combined panel comprises a horizontal division board, an energy-consuming web and a connecting end plate. The horizontal division board and the connecting end plate are respectively arranged on the upper end and the lower end of the energy-consuming web fixedly. The viscoelastic damper is arranged on the horizontal division board and comprises a U-shaped cover plate and a viscoelastic damping interlayer arranged between the U-shaped cover plate and the horizontal division board. The viscoelastic damper and the hear energy-consuming combined panel are operated collaboratively. The damage to a main structure is reduced by shearing the vibration energy in a hysteresis deformation dissipation input structure, so that the purposes of controlling wind vibration and absorbing shock are achieved simultaneously.
Description
Technical field
The utility model belongs to building field, relates to a kind of combined energy comsuming device, can be applicable to that civil engineering structure wind shakes and damping control.
Background technology
The energy-eliminating shock-absorbing of building structure refers to arrange suitable energy dissipation component in building structure, energy dissipation component can be comprised of supporting members such as passive energy dissipation device and diagonal brace, body of wall, beam or nodes.Viscoelastic damper is a kind of typical passive control device, need not larger relative deformation and just can bring into play the vibration isolation effect, can be simultaneously be used for the control of shaking of structural earthquake and wind.Yet because shearing resistance and the deformability of viscoelastic material is limited, cause its energy dissipation capacity limited, cause viscoelastic damper to be applied to that wind shakes and damping control has than big difference.Compare with the wind control of shaking, damping control need to provide larger damping force.
The metal shears cutting plate is the elastoplasticity shearing lag return distortion dissipation inputting seismic energy that utilizes in the board plane as a kind of displacement type damper.The introducing of low-yield mild steel can guarantee that shear plate enters yield situation under less Deformation Demands, gives full play to shear strain ability and power consumption potentiality before Buckling of Web, realizes full plate face shear energy dissipation, especially has superior damping effect under severe earthquake action.Along with the optimization of integrated trend and different energy consume mechanism damper combinations is controlled in Wind Induced Vibration of Tall Buildings and damping, the combination energy-consuming shock absorber has demonstrated larger performance advantage and application prospect.Therefore, be necessary to provide a kind of combined energy comsuming device, to bring into play simultaneously the advantage of different energy consumers.
The utility model content
The purpose of this utility model is to provide a kind of and realizes that simultaneously wind shakes and the viscoplasticity of damping control-soft steel shearing type combined energy comsuming device.
Scheme of the present utility model is as follows:
A kind of viscoplasticity-soft steel shearing type combined energy comsuming device, comprise sticking viscoelastic damper and shear energy dissipation combination plate, described shear energy dissipation combination plate comprises horizontal baffle, power consumption web and connects end plate, described horizontal baffle is individually fixed in up and down two ends of described power consumption web with the described end plate that is connected, described viscoelastic damper is located on the described horizontal baffle, comprise by U-shaped cover plate and between described U-shaped cover plate and described horizontal baffle the viscoelastic damping interlayer.
Described power consumption web is provided with frange plate, and described frange plate vertically arranges, and is symmetrically fixed on described power consumption web both sides.
Also be provided with stiffening rib on the described power consumption web, described stiffening rib is level and vertical the setting respectively, is fixed on the described power consumption web plate face.
Laterally be provided with shock-absorbing spring between the biside plate of described U-shaped cover plate and the described horizontal baffle, described shock-absorbing spring connects described U-shaped cover plate and described horizontal baffle.
Described shock-absorbing spring is the steel spring.
Described visco-elastic damping layer and U-shaped cover plate 1 and horizontal baffle 3 sulfuration bondings.
Described U-shaped cover plate, described horizontal baffle, described connection end plate and described frange plate are made by the steel that yield strength is not less than 235MPa.
Described power consumption web is made by the mild steel that yield strength is not more than 235MPa.
The material of described visco-elastic damping layer is high molecular polymer.
Described viscoplasticity-shearing-type combined energy comsuming device can adopt column or two kinds of arrangement forms of brace type.
The beneficial effects of the utility model are as follows: a kind of viscoplasticity-soft steel shearing type combined energy comsuming device, wind shake or the less vibration condition such as little shake under, viscoelastic damper provides damping force, the power consumption web keeps elastic stage; Under severe earthquake action, when visco-elastic damping layer shear strain reaches pre-set limit, viscoelastic damper is done as a wholely to produce relative motion between the end plate with being connected, and drives the power consumption web and produces shear strain, forms shear yielding.The collaborative work of viscoelastic damper and shear energy dissipation combination plate, the vibrational energy by in the shearing lag return distortion dissipation input structure destroys thereby alleviate agent structure, realizes that the utility model controls simultaneously that wind shakes and the purpose of damping.
Description of drawings
Fig. 1 is that wherein the master of an embodiment looks schematic diagram;
Fig. 2 is that wherein schematic diagram is looked on the left side of an embodiment;
Fig. 3 is the A-A generalized section among Fig. 1;
Fig. 4 is the B-B generalized section among Fig. 1;
Fig. 5 is the column scheme of installation of the utility model one embodiment;
Fig. 6 is the first brace type scheme of installation of the utility model one embodiment;
Fig. 7 is the second brace type scheme of installation of the utility model one embodiment;
Number in the figure explanation: 1-U type cover plate; The 2-visco-elastic damping layer; The 3-horizontal baffle; The 4-shock-absorbing spring; The 5-web that consumes energy; 6-connects end plate; The 7-frange plate; The 8-stiffening rib.
The specific embodiment
Shown in Fig. 1～4, a kind of viscoplasticity-soft steel shearing type combined energy comsuming device 10 comprises viscoelastic damper and shear energy dissipation combination plate.Shear energy dissipation combination plate comprises horizontal baffle 3, power consumption web 5 and connects end plate 6, horizontal baffle 3 and the up and down two ends that are connected end plate 6 and are individually fixed in the web 5 that consumes energy, and present embodiment employing welding manner is fixed.Viscoelastic damper is located on the horizontal baffle 3, comprise by U-shaped cover plate 1 and between U-shaped cover plate 1 and horizontal baffle 3 viscoelastic damping interlayer 2.Sulfuration bonding between visco-elastic damping layer 2 and U-shaped cover plate 1 and the horizontal baffle 3.
The length of U-shaped cover plate 1 is greater than the length of viscoelastic damping interlayer 2, surround viscoelastic damping interlayer 2, so that shear strain when occuring in visco-elastic damping layer 2, the displacement range of visco-elastic damping layer 2 is limited in the length range of U-shaped cover plate 1, to prevent that visco-elastic damping layer 2 from surpassing the maximum distortion degree, causes combined energy comsuming device to damage.
As shown in Figure 4, also be provided with frange plate 7 and stiffening rib 8 on the power consumption web 5.Frange plate 7 vertically arranges, and is symmetrically fixed on power consumption web 5 both sides, and stiffening rib 8 is level and vertical the setting respectively, is fixed on the plate face of power consumption web 5.In the present embodiment, frange plate 7 and stiffening rib 8 adopt welding manner to be fixed on the power consumption web 5.When power consumption web 5 produces in the planes shear strain, flexing outside the plane appears in order to delay it, the degeneration of strength and stiffness appears in the web 5 of avoiding consuming energy, so at power consumption web 5 stiffening rib 8 is set, flakiness ratio with the web 5 that reduces to consume energy, guarantee that it fully develops elastic-plastic deformation before flexing, form stable shear energy dissipation mechanism.Frange plate 7 can retrain power consumption web 5 borders and rotate, and is bent and deformed and bears Partial Shear.
U-shaped cover plate 1, horizontal baffle 3, connection end plate 6 and vertical frange plate 7 are made by the steel that yield strength is not less than 235MPa, and its size should satisfy the rigidity requirement.Power consumption web 5 is made by the mild steel that is not more than 235MPa, and its size is according to the Structural Energy Dissipation Location of requirement.Visco-elastic damping layer 2 is macromolecule polymer material, and with U-shaped cover plate 1 and horizontal baffle 3 sulfuration bondings, its size is determined according to shock attenuation needs.Stiffening rib 8 requires to design according to power consumption web 5 anti-flexings.
Laterally be provided with shock-absorbing spring 4 between the biside plate of U-shaped cover plate 1 and the horizontal baffle 3.Shock-absorbing spring 4 connects U-shaped cover plate 1 and horizontal baffle 3.In the present embodiment, shock-absorbing spring 4 is the steel spring, and two ends are connected with U-shaped cover plate 1 and horizontal baffle 3 respectively.The initial length of shock-absorbing spring, i.e. horizontal clearance distance between U-shaped cover plate 1 and the horizontal baffle 3 depends on distortion limit value and the shear plate yield displacement of viscoelastic material, the rigidity of shock-absorbing spring should design according to visco-elastic damping layer power consumption demand.Between U-shaped cover plate 1 and horizontal baffle 3, shock-absorbing spring 4 is set, both can have increased the damping effect of combined energy comsuming device, prevent simultaneously in the work, the collision that U-shaped cover plate 1 and horizontal baffle 3 occur owing to horizontal relative motion.
Below in conjunction with the scheme of installation of the utility model in frame construction operating principle of the present utility model is described.
As shown in Figure 5, among the first embodiment, the utility model is chosen the column arrangement form, and namely viscoplasticity-soft steel shearing type combined energy comsuming device 10 is connected on the Vierendeel girder by two pillars 20 up and down, is installed on the centre position of story height.
Such as 6 and shown in Figure 7, among the second embodiment, the utility model is chosen the brace type arrangement form.Among Fig. 6, viscoplasticity-soft steel shearing type combined energy comsuming device 10 is connected on the framework by diagonal brace, can be arranged between Vierendeel girder bottom and the herringbone support, top; The utility model adopts the X-type supporting form to be arranged in the centre position of story height among Fig. 7.
Both compare, and brace type arrangement form elastic stiffness is relatively large, can guarantee the larger energy dissipation capacity of combined energy comsuming device performance.It is less that the column arrangement form takies architectural space, can satisfy the current requirement in bottom.
Among the first and second embodiment, the utility model can mode with bolts or welding assemble.Particularly, the pillar shown in Fig. 5 to Fig. 7 20 or diagonal brace 30 at first are connected with pre-buried parts on the Vierendeel girder.Then the U-shaped cover plate 1 of viscoplasticity-soft steel shearing type combined energy comsuming device 10 be connected end plate 6 on have screw, the end plate that is connected by high-strength bolt auxiliary connection and pillar 20 or diagonal brace 30 links to each other, and to realize installation of the present utility model, guarantees Shear transfer.In practical set, also can realize that the utility model links to each other with pillar 20 or diagonal brace 30 by the mode of welding, perhaps after with bolts, by welding further reinforcement bonding strength.Because two kinds of arrangement forms all adopt site assembly, quality is easy to control, is convenient to damaged replacement.
After installing, when external drive causes the framework relative floor displacement, U-shaped cover plate 1 produces reciprocal relative motion with horizontal baffle 3, drive visco-elastic damping layer 2 and produce the shearing lag return distortion, damping force is provided, simultaneously respectively axial tension and extruding of both sides shock-absorbing spring 4, the power consumption web then keeps elastic stage.When relative storey displacement increases to a certain degree, when shock-absorbing spring 4 reaches the axial deformation limiting value, be that visco-elastic damping layer 2 shear strains reach pre-set limit, at this moment, U-shaped cover plate 1, visco-elastic damping layer 2, horizontal baffle 3 and shock-absorbing spring 4 will be done as a wholely to produce relative motion with being connected between the end plate 6, drive power consumption web 5 and produce shear strain, and formation shear yielding, after the relative displacement increment between U-shaped cover plate 1 and the horizontal baffle 3 changes direction, visco-elastic damping layer 2 produces the flip Trim distortion, and so forth, visco- elastic damping layer 2 and 5 collaborative works of power consumption web, vibrational energy by in the shearing lag return distortion dissipation input structure destroys thereby alleviate agent structure, realizes energy-dissipating and shock-absorbing (shaking) purpose of the first embodiment.
Viscoplasticity provided by the utility model-soft steel shearing type combined energy comsuming device 10, viscoelastic damper and the collaborative work of shear energy dissipation combination plate, by the vibrational energy in the shearing lag return distortion dissipation input structure, destroy thereby alleviate agent structure, realize that the utility model controls simultaneously that wind shakes and the purpose of damping.
The above-mentioned description to embodiment is can understand and use the utility model for ease of those skilled in the art.The person skilled in the art obviously can easily make various modifications to these embodiment, and needn't pass through performing creative labour being applied in the General Principle of this explanation among other embodiment.Therefore, the utility model is not limited to the embodiment here, and those skilled in the art are according to announcement of the present utility model, and not breaking away from the improvement that the utility model category makes and revise all should be within protection domain of the present utility model.
Claims (10)
1. viscoplasticity-soft steel shearing type combined energy comsuming device, it is characterized in that: comprise viscoelastic damper and shear energy dissipation combination plate, described shear energy dissipation combination plate comprises horizontal baffle, power consumption web and connects end plate, described horizontal baffle is individually fixed in up and down two ends of described power consumption web with the described end plate that is connected, described viscoelastic damper is located on the described horizontal baffle, comprise by U-shaped cover plate and between described U-shaped cover plate and described horizontal baffle the viscoelastic damping interlayer.
2. viscoplasticity according to claim 1-soft steel shearing type combined energy comsuming device, it is characterized in that: described power consumption web is provided with frange plate, and described frange plate vertically arranges, and is symmetrically fixed on described power consumption web both sides.
3. viscoplasticity according to claim 1-soft steel shearing type combined energy comsuming device is characterized in that: also be provided with stiffening rib on the described power consumption web, described stiffening rib is level and vertical the setting respectively, is fixed on the described power consumption web plate face.
4. viscoplasticity according to claim 1-soft steel shearing type combined energy comsuming device, it is characterized in that: laterally be provided with shock-absorbing spring between the biside plate of described U-shaped cover plate and the described horizontal baffle, described shock-absorbing spring connects described U-shaped cover plate and described horizontal baffle.
5. viscoplasticity according to claim 4-soft steel shearing type combined energy comsuming device, it is characterized in that: described shock-absorbing spring is the steel spring.
6. viscoplasticity according to claim 1-soft steel shearing type combined energy comsuming device is characterized in that: described visco-elastic damping layer and U-shaped cover plate (1) and horizontal baffle (3) sulfuration bonding.
7. viscoplasticity according to claim 2-soft steel shearing type combined energy comsuming device, it is characterized in that: described U-shaped cover plate, described horizontal baffle, described connection end plate and described frange plate are made by the steel that yield strength is not less than 235MPa.
8. viscoplasticity according to claim 1-soft steel shearing type combined energy comsuming device, it is characterized in that: described power consumption web is made by the mild steel that yield strength is not more than 235MPa.
9. viscoplasticity according to claim 1-soft steel shearing type combined energy comsuming device, it is characterized in that: the material of described visco-elastic damping layer is high molecular polymer.
10. according to claim 1 to 8 described each viscoplasticity-soft steel shearing type combined energy comsuming devices, it is characterized in that: described viscoplasticity-shearing-type combined energy comsuming device adopts column or brace type arrangement form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320186853 CN203238805U (en) | 2013-04-15 | 2013-04-15 | Viscoelastic-mild steel shear-type combined energy consumer |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320186853 CN203238805U (en) | 2013-04-15 | 2013-04-15 | Viscoelastic-mild steel shear-type combined energy consumer |
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| CN203238805U true CN203238805U (en) | 2013-10-16 |
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| CN 201320186853 Expired - Fee Related CN203238805U (en) | 2013-04-15 | 2013-04-15 | Viscoelastic-mild steel shear-type combined energy consumer |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103216022A (en) * | 2013-04-15 | 2013-07-24 | 同济大学 | Viscoelastic-mild steel shear-type combined energy consumer |
| CN104947827A (en) * | 2015-06-25 | 2015-09-30 | 河北华研卓筑加固工程有限公司 | Viscoelasticity-buckling-preventing energy dissipating brace |
| CN106592805A (en) * | 2016-12-30 | 2017-04-26 | 上海建工集团股份有限公司 | Slippage shearing soft steel damper and molding method of constitutive model thereof |
| CN108385852A (en) * | 2018-03-23 | 2018-08-10 | 浙江鸿安建设有限公司 | A kind of environmentally friendly damping device for building |
-
2013
- 2013-04-15 CN CN 201320186853 patent/CN203238805U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103216022A (en) * | 2013-04-15 | 2013-07-24 | 同济大学 | Viscoelastic-mild steel shear-type combined energy consumer |
| CN103216022B (en) * | 2013-04-15 | 2016-02-17 | 同济大学 | A kind of viscoelastic-mild steel shear-type combined energy comsuming device |
| CN104947827A (en) * | 2015-06-25 | 2015-09-30 | 河北华研卓筑加固工程有限公司 | Viscoelasticity-buckling-preventing energy dissipating brace |
| CN106592805A (en) * | 2016-12-30 | 2017-04-26 | 上海建工集团股份有限公司 | Slippage shearing soft steel damper and molding method of constitutive model thereof |
| CN106592805B (en) * | 2016-12-30 | 2022-08-09 | 上海建工集团股份有限公司 | Sliding shearing mild steel damper and modeling method of constitutive model thereof |
| CN108385852A (en) * | 2018-03-23 | 2018-08-10 | 浙江鸿安建设有限公司 | A kind of environmentally friendly damping device for building |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131016 Termination date: 20150415 |
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| EXPY | Termination of patent right or utility model |