CN108343170B - Prefabricated beam-column joint fan damper - Google Patents
Prefabricated beam-column joint fan damper Download PDFInfo
- Publication number
- CN108343170B CN108343170B CN201810049978.5A CN201810049978A CN108343170B CN 108343170 B CN108343170 B CN 108343170B CN 201810049978 A CN201810049978 A CN 201810049978A CN 108343170 B CN108343170 B CN 108343170B
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- viscoelastic material
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 153
- 239000010959 steel Substances 0.000 claims abstract description 153
- 239000003190 viscoelastic substance Substances 0.000 claims abstract description 70
- 239000000853 adhesive Substances 0.000 claims description 22
- 230000001070 adhesive effect Effects 0.000 claims description 22
- 238000003466 welding Methods 0.000 claims description 3
- 238000004073 vulcanization Methods 0.000 abstract description 4
- 238000009776 industrial production Methods 0.000 abstract 1
- 238000004026 adhesive bonding Methods 0.000 description 5
- 238000004873 anchoring Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 239000003822 epoxy resin Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 229920000647 polyepoxide Polymers 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 239000004593 Epoxy Substances 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 238000005381 potential energy Methods 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 1
- 244000137852 Petrea volubilis Species 0.000 description 1
- 239000006096 absorbing agent Substances 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Classifications
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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
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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
- E04H9/0235—Anti-seismic devices with hydraulic or pneumatic damping
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
本发明公开了一种装配式梁柱节点扇形阻尼器，包括中间钢板(1)、外侧钢板(2)，粘弹性材料板(3)，所述粘弹性材料板(3)有两层，中间钢板(1)两侧分别设有粘弹性材料板(3)，两片外侧钢板(2)夹在两粘弹性材料板(3)外侧，两个限位拉接钢板(4)分别位于两片外侧钢板(2)的端部，限位拉接钢板(4)的两端分别与两片外侧钢板(3)连接。本发明具有可装配的构造且无需高温高压整体硫化，通过安装限位拉接装置，增强了粘弹性板和钢板之间的粘结力，使得装置构造简单，可靠实用，安装在梁柱节点中，方便快捷，节省空间，利于工业化生产。
The invention discloses an assembled beam-column joint sector damper, comprising a middle steel plate (1), an outer steel plate (2), and a viscoelastic material plate (3), wherein the viscoelastic material plate (3) has two layers, and the middle Viscoelastic material plates (3) are respectively provided on both sides of the steel plate (1), two outer steel plates (2) are clamped on the outer sides of the two viscoelastic material plates (3), and two limit tensioning steel plates (4) are respectively located on the two plates The ends of the outer steel plates (2) and the two ends of the limit tensioning steel plates (4) are respectively connected with the two outer steel plates (3). The present invention has an assembleable structure and does not require high temperature and high pressure integral vulcanization. By installing a limit pulling device, the bonding force between the viscoelastic plate and the steel plate is enhanced, so that the device has a simple structure, is reliable and practical, and is installed in the beam-column joint. , convenient and fast, save space, and facilitate industrial production.
Description
Technical Field
The invention mainly relates to the field of dampers, in particular to an assembled beam-column joint fan-shaped damper which can play a good energy-consumption and vibration-reduction role in building structures.
Background
The viscoelastic material is a high molecular polymer, is an energy-consuming material with excellent performance, and has viscosity and elasticity. When the deformation occurs under the action of alternating stress, a part of energy is stored in the form of potential energy, and the other part of energy is converted into heat energy to be dissipated. The viscoelastic damper based on the viscoelastic material is a novel energy dissipation damper used in the wind and vibration (shock) resisting engineering of the structure, and the damper mainly comprises the viscoelastic material and a constraint steel plate, and has the characteristics of economy, practicality, reliable performance, convenience in installation and good damping effect. The existing viscoelastic damper is usually manufactured by adopting a high-temperature high-pressure integral vulcanization mode, so different molds are required to be manufactured for dampers with different specifications, and the cost is higher. Secondly, when a part of the damper is damaged and a steel plate or a viscoelastic material is replaced, the damper needs to be integrally vulcanized again at high temperature and high pressure, so that serious resource waste is caused. Finally, when the damper displacement is too large, the boundary where the viscoelastic material and the restrained steel plate are connected, which is integrally vulcanized even at high temperature and high pressure, is torn first, resulting in failure of the device. If the manufacturing method of high-temperature and high-pressure integral vulcanization is abandoned and adhesive connection is adopted, the adhesive strength of the adhesive connection between the viscoelastic material and the constraint steel plate is generally low, and the strength of the adhesive surface cannot meet the detection and use requirements. On the other hand, the shock absorption of the fabricated building structure usually occupies a larger space, so that how to reduce the volume of the shock absorber and simultaneously improve the connection process of the viscoelastic material and the constraint steel plate become problems to be solved urgently.
Disclosure of Invention
The technical problem is as follows: for the problems in the prior art, the invention provides an assembled beam-column joint fan-shaped damper which is connected together by two modes of bolts and epoxy resin gluing without independently processing dies and vulcanizing at high temperature and high pressure for different dampers.
The technical scheme is as follows: the invention discloses an assembled beam-column joint fan-shaped damper, which comprises a middle steel plate, outer steel plates and viscoelastic material plates, wherein the viscoelastic material plates are divided into two layers, the viscoelastic material plates are respectively arranged on two sides of the middle steel plate, the two outer steel plates are clamped outside the two viscoelastic material plates, the two limiting pull-connected steel plates are respectively positioned at the end parts of the two outer steel plates, and two ends of the limiting pull-connected steel plates are respectively connected with the two outer steel plates.
And an adhesive is smeared in the reserved hole on the outer steel plate, and the anti-sliding bolt penetrates through the reserved hole and is embedded into the viscoelastic material plate to a certain depth without penetrating through the viscoelastic material plate.
The two outer steel plates are connected with the limiting pull-joint steel plate through bolts.
The I-shaped pull-joint steel plate is arranged at the bonding boundary of the viscoelastic material plate, the middle steel plate and the outer steel plate and is connected with the middle steel plate and the outer steel plate through bolts, and the I-shaped pull-joint steel plate and the viscoelastic material plate are connected together through bolts and adhesion.
The adhesive boundary of the viscoelastic material plate, the middle steel plate and the outer steel plate is provided with an L-shaped pull-joint steel plate, the L-shaped pull-joint steel plate is connected with the middle steel plate and the outer steel plate through bolts, and the L-shaped pull-joint steel plate and the viscoelastic material plate are connected together through bolts and adhesion.
The middle steel plate is connected with the front end steel plate, the two outer steel plates are respectively connected with the rear end steel plate, the front end steel plate is connected with the beam unit, and the rear end steel plate is connected with the column unit through bolts or in a welding mode.
Has the advantages that:
1. the viscoelastic material replaceable assembly type damper adopts assembly type connection, wherein the steel plate and the viscoelastic material layer are in adhesive connection, so that the damper is prevented from being integrally vulcanized at high temperature and high pressure, different moulds do not need to be manufactured for different dampers, and the production cost can be greatly reduced. Secondly, when the viscoelastic material in the device is damaged, the viscoelastic material can be quickly replaced by bolts and gluing. Finally, because the damper is not limited by a die, a plurality of dampers can be assembled in batch at the same time, and the production efficiency is greatly improved.
2. According to the assembled beam-column node fan-shaped damper, the bolt is adopted for anchoring the constraint steel plate and the viscoelastic material plate, so that pure adhesive shearing force between the original constraint steel plate and the viscoelastic material plate is changed into anti-sliding force and adhesive shearing force generated by bolt anchoring, the connecting strength of a connecting surface is enhanced, and the ultimate deformation and ultimate load of the damper are increased.
3. The fan-shaped damper of the assembled beam-column joint adopts the I-shaped tension-connection steel plate and the L-shaped tension-connection steel plate, increases the adhesive area at the connecting boundary of the steel plate and the viscoelastic material plate, and the tension-connection steel plate and the viscoelastic material plate are connected in a bolt anchoring and adhesive mode, so that the weakest part of the connection of the steel plate and the viscoelastic material plate, namely the strength at the connecting boundary, is further enhanced.
4. The limiting tension-connection steel plate is arranged between the two outer steel plates in the assembled beam-column joint fan-shaped damper, so that the relative distance between the two outer steel plates is prevented from increasing, namely, the viscoelastic material plate and the adhesive are protected from being pulled when being sheared and deformed, and the connecting strength is further increased.
5. The viscoelastic material plate, the inner steel plate and the outer steel plate in the assembled beam-column node fan-shaped damper do not need high-temperature high-pressure integral vulcanization, when the viscoelastic material plate is replaced and recovered, the device is only required to be disassembled and re-assembled, and the assembled beam-column node fan-shaped damper is convenient and quick.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a top view of the structure of the present invention;
FIG. 3 is a structural mounting diagram of the present invention;
the figure shows that: the structure comprises a middle steel plate 1, an outer steel plate 2, a viscoelastic material plate 3, a limiting tension steel plate 4, an I-shaped tension steel plate 5, an L-shaped tension steel plate 6, an anti-sliding bolt 7, a reserved hole 8, a front end steel plate 9.1, a rear end steel plate 9.2, a beam unit 10 and a column unit 11.
Detailed Description
The present invention will be described in further detail below with reference to the accompanying drawings.
As shown in fig. 1 and 2, the fan-shaped damper for assembled beam-column joints of the present invention comprises a middle steel plate 1, an outer steel plate 2, a viscoelastic material plate 3, wherein the viscoelastic material plate 3 is clamped on two sides of the middle steel plate 1, the outer steel plate 2 is clamped on two sides of the viscoelastic material plate 3, and the viscoelastic material plate 3, the middle steel plate 1 and the outer steel plate 3 are connected together by two methods of bolts and gluing; coating an adhesive in the reserved hole 8 on the outer steel plate 2, and enabling the anti-sliding bolt 7 to penetrate through the reserved hole 8 and be embedded into the viscoelastic material plate 3 to a certain depth without penetrating through the viscoelastic material plate 3; the two outer steel plates 2 are connected with the limiting tension-connection steel plate 4 through bolts; the I-shaped tension steel plate 5 is arranged at the bonding boundary of the viscoelastic material plate 3, the middle steel plate 1 and the outer steel plate 2, the I-shaped tension steel plate 5 is connected with the middle steel plate 1 and the outer steel plate 2 through bolts, and the I-shaped tension steel plate 5 and the viscoelastic material plate 3 are connected together through bolts and gluing. (ii) a The L-shaped tension steel plate 6 is arranged at the bonding boundary of the viscoelastic material plate 3, the middle steel plate 1 and the outer steel plate 2, the L-shaped tension steel plate 6 is connected with the middle steel plate 1 and the outer steel plate 2 through bolts, and the L-shaped tension steel plate 6 and the viscoelastic material plate 3 are connected together through bolts and gluing; the middle steel plate 1 is connected with a front end steel plate 9.1, the two outer steel plates 2 are respectively connected with a rear end steel plate 9.2, the front end steel plate 9.1 is connected with a beam unit 10, and the rear end steel plate 9.2 is in bolt or welding connection with a column unit 11.
During assembly, firstly, a vulcanized whole viscoelastic material block is cut into a viscoelastic material plate 3 with a set size, then, adhesive is uniformly coated on two surfaces of the viscoelastic material plate 3, epoxy resin is generally used as the adhesive, the bonding surfaces of the middle steel plate 1 and the outer steel plate 2 are cleaned by using dry cotton cloth or sand paper and are in adhesive connection with the viscoelastic material plate 3 coated with the adhesive, the other viscoelastic material plate 3 coated with the adhesive is in adhesive connection with the middle steel plate 1 and the outer steel plate 2 by the same method, and the viscoelastic material plate 3 is placed under certain pressure for 24 hours after the connection is completed. Secondly paint epoxy in the reservation hole 8 on the outside steel sheet 2, reuse anti-skidding bolt 7 passes reservation hole 8 and anchors to the inside about 1 ~ 2cm of viscoelastic material board 3 all the time, reuse I shape draws and connects steel sheet 5 and L shape to draw and connect steel sheet 6 and further strengthen the connection of viscoelastic material board 3 and steel sheet, and the connected mode is that bolt, the sticky two kinds of modes of epoxy are connected jointly, finally with the device middle steel sheet 1 is connected with preceding tip steel sheet 9.1, and two outside steel sheets 2 are connected with back tip steel sheet 9.2 respectively, and preceding tip steel sheet 9.1 is connected with beam unit 10, and back tip steel sheet 9.2 is connected with post unit 11 bolt or welded connection, accomplishes the installation of assembled beam column node fan-shaped damper.
The working principle is as follows: in the using process, when the middle steel plate 1 and the outer steel plate 2 generate relative displacement, the viscoelastic material plate 3 clamped between the middle steel plate 1 and the outer steel plate 2 generates shearing deformation, one part of energy is stored in a potential energy form, and the other part of energy is converted into heat energy to be dissipated, so that the vibration energy is consumed. Due to the existence of the anti-sliding bolt 7, an anchoring force can be generated between the viscoelastic material plate 3 and the outer side steel plate 2 through the bolt, and the anti-sliding capacity between the viscoelastic material plate 3 and the outer side steel plate 2 is greatly improved. Under large deformation of the traditional plate damper, the joint boundary of the viscoelastic material plate 3, the middle steel plate 1 and the outer steel plate 2 is firstly degummed, the I-shaped tension steel plate 5 and the L-shaped tension steel plate 6 added in the invention are jointly installed at the joint boundary through two modes of bolt adhesion and epoxy resin adhesion, the stress area of the viscoelastic material adhesion at the boundary is increased, and meanwhile, the anchoring bolt further limits cracking between the viscoelastic material 3 and the middle steel plate 1 and the outer steel plate 2. Spacing drawing connects steel sheet 4 can restrict the distance between two outside steel sheets 2 and can not increase, guarantees that the deformation of viscoelastic material board 3 only be shear deformation, can not receive because of the pulling force that increases and apply between two outside steel sheets 2, otherwise tension, shear force simultaneous action can appear in viscoelastic material board 3, comes unstuck more easily, the fracture.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810049978.5A CN108343170B (en) | 2018-01-18 | 2018-01-18 | Prefabricated beam-column joint fan damper |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810049978.5A CN108343170B (en) | 2018-01-18 | 2018-01-18 | Prefabricated beam-column joint fan damper |
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| Publication Number | Publication Date |
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| CN108343170A CN108343170A (en) | 2018-07-31 |
| CN108343170B true CN108343170B (en) | 2020-03-31 |
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| CN201810049978.5A Active CN108343170B (en) | 2018-01-18 | 2018-01-18 | Prefabricated beam-column joint fan damper |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101713226A (en) * | 2009-10-23 | 2010-05-26 | 广州大学 | Beam-column joint strengthening arc-shaped lead viscoelastic damper |
| CN201521044U (en) * | 2009-10-23 | 2010-07-07 | 广州大学 | Curved Lead Viscoelastic Dampers Strengthened by Beam-column Joints |
| CN201521042U (en) * | 2009-10-23 | 2010-07-07 | 广州大学 | Sectoral viscoelastic damper reinforced with beam-column joints |
| CN203373871U (en) * | 2013-04-11 | 2014-01-01 | 欧进萍 | Assembly type visco-elastic damping wall |
-
2018
- 2018-01-18 CN CN201810049978.5A patent/CN108343170B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101713226A (en) * | 2009-10-23 | 2010-05-26 | 广州大学 | Beam-column joint strengthening arc-shaped lead viscoelastic damper |
| CN201521044U (en) * | 2009-10-23 | 2010-07-07 | 广州大学 | Curved Lead Viscoelastic Dampers Strengthened by Beam-column Joints |
| CN201521042U (en) * | 2009-10-23 | 2010-07-07 | 广州大学 | Sectoral viscoelastic damper reinforced with beam-column joints |
| CN203373871U (en) * | 2013-04-11 | 2014-01-01 | 欧进萍 | Assembly type visco-elastic damping wall |
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