CN110685369B - Assembled building vibration damper with multi-direction energy consumption characteristic - Google Patents
Assembled building vibration damper with multi-direction energy consumption characteristic Download PDFInfo
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- CN110685369B CN110685369B CN201911004411.7A CN201911004411A CN110685369B CN 110685369 B CN110685369 B CN 110685369B CN 201911004411 A CN201911004411 A CN 201911004411A CN 110685369 B CN110685369 B CN 110685369B
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- material layer
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- damping material
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Abstract
The invention relates to an assembly type building vibration damper with multidirectional energy consumption characteristics, which comprises a high-damping material layer, a spring and steel members at the upper end and the lower end, wherein the high-damping material layer, the spring and the steel members are connected in a separated manner through connecting metal plates; wherein a spring is arranged below the upper end steel member, and an upper connecting metal plate is arranged between the upper end steel member and the spring; the spring below be the high damping material layer, be the intermediate junction metal sheet between spring and the high damping material layer, high damping material layer below be lower extreme steel member, be down between high damping material layer and the lower extreme steel member and connect the metal sheet. The invention has simple structure, can play an energy consumption role under the action of multidirectional earthquake and wind load, and improves the vibration resistance of the building structure in all directions.
Description
Technical Field
The invention relates to the field of building structure vibration control, in particular to an assembly type building vibration damping device with multidirectional energy consumption characteristics.
Background
China is not only a country with frequent earthquakes, but also a country with serious wind disaster threat. The damage of building structure caused by earthquake and strong wind causes huge casualties and economic property loss for China. Therefore, how to minimize the influence of earthquakes and strong winds on the building structure has become a practical engineering problem that civil engineering technicians must solve.
For reducing the loss caused by earthquake and strong wind, the most effective way is to arrange an energy consumption vibration damper on the building structure, and absorb the input energy of earthquake or strong wind through the hysteresis energy consumption of the energy consumption vibration damper, thereby effectively reducing the dynamic response of the building structure. At present, the commonly used dissipative vibration damping devices include metal dissipative devices, viscoelastic dissipative devices, viscous dissipative devices, etc., but these commonly used dissipative vibration damping devices can only consume input energy in a single direction. In fact, the earthquake and wind load borne by the building structure are multidirectional, so that the energy dissipation and vibration reduction devices need to be arranged in different directions of the building structure to provide additional damping in different directions for the building structure, and meanwhile, the construction cost of the building structure is also increased.
The foamed aluminum/high molecular polymer composite material is one kind of high damping material obtained through filling high molecular polymer into three-dimensionally connected open-cell foamed aluminum. The high damping material can really combine the respective energy consumption performance of aluminum and high molecular polymer, such as the friction characteristic of aluminum and the viscoelasticity deformation capability of the high molecular polymer. Therefore, if the energy consumption characteristics of the high damping material can be reasonably utilized and developed into a novel energy consumption damping device, a new means is necessarily provided for damping control of the building structure.
Disclosure of Invention
The invention aims to provide an assembly type building vibration damper which is simple in structure and can play a role in energy consumption under the action of multidirectional earthquake and wind loads.
In order to achieve the purpose, the technical scheme provided by the invention is as follows:
an assembly type building vibration damping device with multidirectional energy consumption characteristics comprises a high-damping material layer, a spring and steel members at the upper end and the lower end, wherein the high-damping material layer, the spring and the steel members are connected in a separated mode through connecting metal plates; wherein a spring is arranged below the upper end steel member, and an upper connecting metal plate is arranged between the upper end steel member and the spring; the spring below be the high damping material layer, be the intermediate junction metal sheet between spring and the high damping material layer, high damping material layer below be lower extreme steel member, be down between high damping material layer and the lower extreme steel member and connect the metal sheet.
Further, the upper end steel member and the upper connecting metal plate are connected through bolts, and the lower end steel member and the lower connecting metal plate are connected through bolts; the spring and the upper connecting metal plate are welded; the high damping material layer is connected with the lower connecting metal plate through gluing.
Furthermore, the peripheries of the upper connecting metal plate and the middle connecting metal plate are connected in a penetrating mode through high-strength bolts.
Furthermore, the spring comprises a main spring at the center and auxiliary springs respectively arranged at the left side and the right side.
Furthermore, the high damping material layer is made of a composite material obtained by filling a high molecular polymer into pores of open-cell foamed aluminum; the rigidity of the high damping material layer is smaller than that of the spring.
Furthermore, the section of the steel member is in the form of a round steel pipe, a square steel pipe or I-shaped steel.
Furthermore, a groove for filling the high damping material layer is arranged in the middle of the lower connecting metal plate.
The assembly type building vibration damping device is arranged between a foundation and a beam or between beams in a column mode, and the assembly type building vibration damping device can be connected or welded by bolts to enable steel members at the upper end and the lower end to be connected with a building structure.
Compared with the prior art, the invention has the beneficial effects that:
the assembled type building vibration damping device has the multidirectional energy consumption characteristic, and is characterized in that the device is arranged between a foundation and a beam or between beams in a column mode, so that the friction characteristic of a high-damping material layer in the device in the horizontal two directions and the vertical cyclic compression characteristic can be fully exerted.
The energy consumption principle of the assembly type building vibration damper is as follows: when earthquake and strong wind act in horizontal direction, the building structure can dissipate energy through the interface friction between the high damping material layer in the device and the middle metal plate in horizontal direction; when the vertical earthquake acts, the building structure can dissipate energy through the high-damping material layer and the middle metal plate in the device in the vertical cyclic compression mode, and then the device can protect the building structure from multiple directions.
The assembly type building vibration damping device has simple structure and convenient installation and maintenance, meets the vibration control requirement of a building structure, can consume input energy in different directions, and can provide additional damping in different directions for the building structure.
The invention can effectively overcome the defect that the prior energy consumption device can only provide the vibration and energy consumption functions for the building structure in a certain specific direction, thereby improving the vibration resistance of the building structure in all directions.
Drawings
Fig. 1 is a schematic structural view of a fabricated building vibration damping device according to the present invention.
Fig. 2 is a schematic structural view of the upper connection metal plate and the spring.
Fig. 3 is a schematic structural view of a lower connection metal plate.
Fig. 4 is a schematic structural view of the intermediate connection metal plate.
Wherein: 1-steel member, 11-upper end steel member, 12-lower end steel member, 2-high-strength bolt, 3-upper connecting metal plate, 4-middle connecting metal plate, 5-spring, 51-main spring, 52-auxiliary spring, 6-high damping material layer and 7-lower connecting metal plate.
Detailed Description
The present invention will be further described with reference to the following specific examples.
The damping device comprises a high-damping material layer 6, a spring 5 and steel members 1 at the upper end and the lower end, wherein the high-damping material layer 6, the spring 5 and the steel members 1 are connected in a separated mode through connecting metal plates.
Wherein, the spring 5 is arranged below the upper end steel member 11, and the upper connecting metal plate 3 is arranged between the upper end steel member 11 and the spring 5; spring 5 below be high damping material layer 6, be middle connection metal sheet 4 between spring 5 and the high damping material layer 6, 6 below of high damping material layer be lower extreme steel member 12, be down between high damping material layer 6 and the lower extreme steel member 12 and connect metal sheet 7.
The upper end steel member 11 and the upper connecting metal plate 3, and the lower end steel member 12 and the lower connecting metal plate 7 are connected by bolts; the spring 5 and the upper connecting metal plate 3 are welded; the high damping material layer 6 is connected with the lower connecting metal plate 7 through gluing.
The peripheries of the upper connecting metal plate 3 and the middle connecting metal plate 4 are connected in a penetrating way through high-strength bolts 2.
The spring 5 includes a main spring 51 at the center and an auxiliary spring 52 provided at each of left and right sides.
The high damping material layer 6 is made of a composite material obtained by filling a high molecular polymer into pores of open-cell foamed aluminum; the rigidity of the high damping material layer 6 is less than that of the spring 5.
The section form of the steel member 1 adopts a round steel pipe, a square steel pipe or I-shaped steel.
And a groove for filling the high damping material layer 6 is arranged in the middle of the lower connecting metal plate 7.
The assembly type structure vibration damper is arranged between a foundation and a beam or between beams in a column mode, and the steel members 1 at the upper end and the lower end are connected with a building structure in a bolt connection or welding mode.
The specific installation process is as follows: firstly, vertically installing the steel members 1 at the upper end and the lower end between a foundation and a beam or between beams by welding or bolt connection; then, connecting the lower connecting metal plate 7 with the lower end steel member 12 by using bolts, and connecting the high damping material layer 6 on the lower connecting metal plate 7 by gluing; then, the spring 5 and the upper connecting metal plate 3 are welded together, the middle connecting metal plate 4 and the upper connecting metal plate 3 are connected together through the high-strength bolt 2, and the spring 5 is compressed; subsequently, the upper connecting metal plate 3 is bolted to the upper end steel member 11; finally, the middle connecting metal plate 4 and the high damping material layer 6 can be sufficiently extruded together by adjusting the length of the high-strength bolt 2, so that interface friction can be generated between the middle connecting metal plate 4 and the high damping material layer 6 in the horizontal direction, and the middle connecting metal plate 4 can circularly compress the high damping material layer 6 in the vertical direction.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention in any way, and any person skilled in the art can make any simple modification, equivalent replacement, and improvement on the above embodiment without departing from the technical spirit of the present invention, and still fall within the protection scope of the technical solution of the present invention.
Claims (7)
1. An assembly type building vibration damper with multidirectional energy consumption characteristics is characterized in that: the vibration damping device comprises a high-damping material layer (6), a spring (5) and steel members (1) at the upper end and the lower end, wherein the high-damping material layer (6), the spring (5) and the steel members (1) are connected in a separated manner through connecting metal plates; wherein a spring (5) is arranged below the upper end steel member (11), and an upper connecting metal plate (3) is arranged between the upper end steel member (11) and the spring (5); a high-damping material layer (6) is arranged below the spring (5), a middle connecting metal plate (4) is arranged between the spring (5) and the high-damping material layer (6), a lower-end steel member (12) is arranged below the high-damping material layer (6), and a lower connecting metal plate (7) is arranged between the high-damping material layer (6) and the lower-end steel member (12);
the upper end steel component (11) is connected with the upper connecting metal plate (3), and the lower end steel component (12) is connected with the lower connecting metal plate (7) by bolts; the peripheries of the upper connecting metal plate (3) and the middle connecting metal plate (4) are connected in a penetrating way through high-strength bolts (2); welding the spring (5) and the upper connecting metal plate (3) together, connecting the middle connecting metal plate (4) and the upper connecting metal plate (3) together through a high-strength bolt (2), and compressing the spring (5);
through the length of adjusting high strength bolt (2), let intermediate junction metal sheet (4) and high damping material layer (6) extrude together fully to make intermediate junction metal sheet (4) and high damping material layer (6) produce the interface friction on the horizontal direction, intermediate junction metal sheet (4) carry out cyclic compression to high damping material layer (6) in vertical direction.
2. The fabricated building vibration damping device with multidirectional energy dissipation characteristics as in claim 1, wherein: the high damping material layer (6) is connected with the lower connecting metal plate (7) through glue.
3. The fabricated building vibration damping device with multidirectional energy dissipation characteristics as in claim 1, wherein: the spring (5) comprises a main spring (51) at the center and auxiliary springs (52) respectively arranged at the left side and the right side.
4. The fabricated building vibration damping device with multidirectional energy dissipation characteristics as in claim 1, wherein: the high-damping material layer (6) is made of a composite material obtained by filling a high-molecular polymer into pores of open-cell foamed aluminum; the rigidity of the high damping material layer (6) is less than that of the spring (5).
5. The fabricated building vibration damping device with multidirectional energy dissipation characteristics as in claim 1, wherein: the section form of the steel member (1) adopts a round steel pipe, a square steel pipe or I-shaped steel.
6. The fabricated building vibration damping device with multidirectional energy dissipation characteristics as in claim 1, wherein: and a groove for filling the high-damping material layer (6) is formed in the middle of the lower connecting metal plate (7).
7. The fabricated building vibration damping device with multidirectional energy dissipation characteristics as in claim 1, wherein: the vibration damping device is arranged between the foundation and the beam or between the beam and the beam in a column mode, and the steel members (1) at the upper end and the lower end are connected with the building structure in a bolt connection or welding mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911004411.7A CN110685369B (en) | 2019-10-22 | 2019-10-22 | Assembled building vibration damper with multi-direction energy consumption characteristic |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911004411.7A CN110685369B (en) | 2019-10-22 | 2019-10-22 | Assembled building vibration damper with multi-direction energy consumption characteristic |
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| Publication Number | Publication Date |
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| CN110685369A CN110685369A (en) | 2020-01-14 |
| CN110685369B true CN110685369B (en) | 2021-05-11 |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201202293Y (en) * | 2008-06-06 | 2009-03-04 | 张昌茂 | Assembled anti-vibration movable house |
| CN202039470U (en) * | 2011-04-24 | 2011-11-16 | 广州大学 | Three-dimensional shock isolating and absorbing device |
| CN104455189A (en) * | 2014-10-30 | 2015-03-25 | 东南大学 | Three-dimensional isolation support |
| CN104775534A (en) * | 2015-02-27 | 2015-07-15 | 东南大学 | Vibration-reducing and energy-consuming column device of assembled foamed aluminum composite material |
| CN106592772A (en) * | 2017-01-14 | 2017-04-26 | 北京工业大学 | Parallel laminated rubber-spring three-dimensional composite seismic isolation support |
| CN106968499A (en) * | 2017-03-09 | 2017-07-21 | 上海大学 | A kind of level of subsidiary vertical shock-absorbing function is to negative stiffness device |
-
2019
- 2019-10-22 CN CN201911004411.7A patent/CN110685369B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201202293Y (en) * | 2008-06-06 | 2009-03-04 | 张昌茂 | Assembled anti-vibration movable house |
| CN202039470U (en) * | 2011-04-24 | 2011-11-16 | 广州大学 | Three-dimensional shock isolating and absorbing device |
| CN104455189A (en) * | 2014-10-30 | 2015-03-25 | 东南大学 | Three-dimensional isolation support |
| CN104775534A (en) * | 2015-02-27 | 2015-07-15 | 东南大学 | Vibration-reducing and energy-consuming column device of assembled foamed aluminum composite material |
| CN106592772A (en) * | 2017-01-14 | 2017-04-26 | 北京工业大学 | Parallel laminated rubber-spring three-dimensional composite seismic isolation support |
| CN106968499A (en) * | 2017-03-09 | 2017-07-21 | 上海大学 | A kind of level of subsidiary vertical shock-absorbing function is to negative stiffness device |
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| CN110685369A (en) | 2020-01-14 |
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