CN106088393A - A kind of parallel self-supporting power consumption damping wall - Google Patents
A kind of parallel self-supporting power consumption damping wall Download PDFInfo
- Publication number
- CN106088393A CN106088393A CN201610639219.5A CN201610639219A CN106088393A CN 106088393 A CN106088393 A CN 106088393A CN 201610639219 A CN201610639219 A CN 201610639219A CN 106088393 A CN106088393 A CN 106088393A
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- Prior art keywords
- damping element
- reinforced concrete
- wall
- tie
- concrete wall
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- 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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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to a kind of parallel self-supporting power consumption damping wall, including upper tie-beam, flexible gliding layer, reinforced concrete wall, damping element, connecting rod, lower tie-beam；Being provided with flexible gliding layer between described upper tie-beam and reinforced concrete wall, reinforced concrete wall is fixing with lower tie-beam to be connected, and upper tie-beam and reinforced concrete wall vertically transmit load, and horizontal direction can be slidably；Parallel through hole it is provided with in described reinforced concrete wall, through hole arranges damping element, damping element is hinged with upper tie-beam, lower tie-beam respectively by the connecting rod at two ends, during occurred level relative storey displacement, upper tie-beam and reinforced concrete wall level are slided, connecting rod rotates, damping element stretcher strain, dissipation seismic energy.The present invention has vertical carrying and horizontal energy-dissipating and shock-absorbing effect concurrently, is a kind of novel composite integrated wall type self-supporting energy-consumption damper.
Description
Technical field
The present invention relates to earthquake resistant engineering, wind resistance, damping, vibration control technology field, be specifically related to a kind of parallel self-supporting
Heavily power consumption damping wall.
Background technology
Earthquake is one of natural disaster of serious threat human life's property safety.For high-rise building, wind load becomes
For major control factors, its serious vibration under high wind load affects the comfort of structural safety and personnel.Disappear
Can absorb and consume earthquake/wind by arranging extra energy-consuming parts and shake energy, to ensure the peace of primary structural member by cushion technique
Complete and personnel's comfortableness.
The antivibrator product being applied to energy-dissipating and shock-absorbing and vibration control at present is a lot, and these shape of products are different, special
Point differs, but the most all uses as Accessory Members, it is impossible to undertakes structure vertical load, and needs to take extra sky
Between, it is arranged and is used function and structural elements to arrange and limited by building.Therefore, develop a kind of can the damping energy dissipation of load-bearing
Device, the earthquake/wind dynamic control for building structure has important engineering significance.
Summary of the invention
In order to solve prior art problem, it is an object of the invention to the deficiency overcoming prior art to exist, it is provided that a kind of
Parallel self-supporting power consumption damping wall, by damping energy dissipation parts and traditional shear wall being combined, forms the load-bearing consumption of integration
Energy mechanism, can be used for the antidetonation of building, the wind force proofing design of high-level structure.Damping wall can undertake structure vertical load simultaneously and dissipate
Earthquake/vibrational energy, uses the structure that this damping wall is protected, earthquake/wind bestir oneself with under shake/vibratory response and shake/vibration
Transmission has obtained effective control, protection earthquake/wind bestir oneself with under safe comfortableness.
To achieve the above object of the invention, the design of the present invention is as follows:
A kind of parallel self-supporting power consumption damping wall, including bearing unit and the transmission horizontal seismic force of transferring structure vertical load
And the damping unit of the seismic energy that dissipates, particularly as follows:
Bearing unit is opened the reinforced concrete wall in hole by centre and flexible gliding layer forms, upper tie-beam and armored concrete
Being provided with flexible gliding layer between body of wall, reinforced concrete wall is fixing with lower tie-beam to be connected, and superstructure vertical load passes through
Upper tie-beam and flexible gliding layer are delivered to reinforced concrete wall, are delivered to substructure, upper tie-beam by lower tie-beam
With reinforced concrete wall level to freely slidable.Being provided with parallel through hole in reinforced concrete wall, damping unit sets
Putting in vertical through holes, in parallel, damping unit is made up of the hinged connecting rod in two ends and damping element, structure level interlayer
Displacement is converted into the stretcher strain of damping element, provides horizontal restoring force the seismic energy that dissipates with this.The present invention has concurrently vertically
Carrying and horizontal energy-dissipating and shock-absorbing effect, be a kind of novel composite integrated wall type self-supporting energy-consumption damper.
Conceiving according to foregoing invention, the present invention uses following technical proposals:
A kind of parallel self-supporting power consumption damping wall, including upper tie-beam, flexible gliding layer, reinforced concrete wall, damping unit
Part, connecting rod, lower tie-beam；It is provided with flexible gliding layer, armored concrete between described upper tie-beam and reinforced concrete wall
Body of wall is fixing with lower tie-beam to be connected, and upper tie-beam and reinforced concrete wall vertically transmit load, and horizontal direction can be free
Slide；Being provided with parallel through hole in described reinforced concrete wall, arrange damping element in through hole, damping element passes through two ends
Connecting rod hinged with upper tie-beam, lower tie-beam respectively, during occurred level relative storey displacement, upper tie-beam and reinforced concrete wall
Body level is slided, and connecting rod rotates, damping element stretcher strain, dissipation seismic energy.
The damping element that described damping element can take various forms, can use but be not limited to mild steel damping element,
Viscous damping element, viscoelastic damping element, frictional damping element etc..
The connecting rod of described damping element and both sides is parallel setting, arranges leading in quantity and reinforced concrete wall
Hole is corresponding, needs specific design according to concrete engineering.
The present invention compared with prior art, has and the most obviously highlights substantive distinguishing features and remarkable advantage:
1. the present invention vertically has self-supporting ability, can use as primary structural member rather than Accessory Members, solves existing
There is the shortcoming that antivibrator can not carry vertical load.
2. the present invention by being converted into the stretcher strain of damping element with dissipation energy by relative storey displacement, for earthquake/wind
Shake and have good damping/effect of shaking.
Accompanying drawing explanation
Fig. 1 is the profile of the present invention parallel self-supporting power consumption damping wall.
Fig. 2 is the structural representation of reinforced concrete wall of the present invention.
Fig. 3 is tie-beam schematic diagram in the present invention.
Fig. 4 is tie-beam schematic diagram under the present invention.
Fig. 5 is damping unit schematic diagram of the present invention.
Fig. 6 is flexible gliding layer schematic diagram of the present invention.
Fig. 7 is the structural representation of the present invention parallel self-supporting power consumption damping wall.
Detailed description of the invention
Details are as follows for the preferred embodiments of the present invention:
See Fig. 1 to Fig. 7, a kind of parallel self-supporting power consumption damping wall, mix including upper tie-beam 1, flexible gliding layer 2, reinforcing bar
Solidifying cob wall body 3, damping element 4, connecting rod 5, lower tie-beam 6；It is provided with between described upper tie-beam 1 and reinforced concrete wall 3
Flexible gliding layer 2, reinforced concrete wall 3 is fixing with lower tie-beam 6 to be connected, and upper tie-beam 1 and reinforced concrete wall 3 are vertical
Transmission load, horizontal direction can be slidably；It is provided with parallel through hole in described reinforced concrete wall 3, through hole sets
Putting damping element 4, damping element 4 is hinged with upper tie-beam 1, lower tie-beam 6 respectively by the connecting rod 5 at two ends, occurred level
During relative storey displacement, upper tie-beam 1 and reinforced concrete wall 3 level are slided, and connecting rod 5 rotates, damping element 4 stretcher strain,
Dissipation seismic energy.The damping element that described damping element 4 can take various forms, as used mild steel damping element, viscous
Damping element, viscoelastic damping element, frictional damping element etc..
Claims (2)
1. a parallel self-supporting power consumption damping wall, it is characterised in that: include tie-beam (1), flexible gliding layer (2), steel
Reinforced concrete body of wall (3), damping element (4), connecting rod (5), lower tie-beam (6)；Described upper tie-beam (1) and armored concrete
Being provided with flexible gliding layer (2) between body of wall (3), reinforced concrete wall (3) is fixing with lower tie-beam (6) to be connected, upper tie-beam
(1) and reinforced concrete wall (3) vertically transmits load, horizontal direction can be slidably；Described reinforced concrete wall (3)
Inside be provided with parallel through hole, through hole arrange damping element (4), damping element (4) by the connecting rod (5) at two ends respectively with
Upper tie-beam (1), lower tie-beam (6) are hinged, during occurred level relative storey displacement, and upper tie-beam (1) and reinforced concrete wall (3)
Level is slided, and connecting rod (5) rotates, damping element (4) stretcher strain, dissipation seismic energy.
One the most according to claim 1 parallel self-supporting power consumption damping wall, it is characterised in that: described damping element
(4) mild steel damping element, viscous damping element, viscoelastic damping element, frictional damping element are used.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610639219.5A CN106088393A (en) | 2016-08-08 | 2016-08-08 | A kind of parallel self-supporting power consumption damping wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610639219.5A CN106088393A (en) | 2016-08-08 | 2016-08-08 | A kind of parallel self-supporting power consumption damping wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106088393A true CN106088393A (en) | 2016-11-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610639219.5A Pending CN106088393A (en) | 2016-08-08 | 2016-08-08 | A kind of parallel self-supporting power consumption damping wall |
Country Status (1)
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| CN (1) | CN106088393A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703253A (en) * | 2017-02-13 | 2017-05-24 | 上海史狄尔建筑减震科技有限公司 | Fully-assembled steel plate damping wall |
| CN107201790A (en) * | 2017-07-24 | 2017-09-26 | 刘华 | A kind of passive-type viscous damper |
| CN108612198A (en) * | 2018-06-20 | 2018-10-02 | 温州职业技术学院 | A kind of damping property building assembling structure |
| CN109898691A (en) * | 2019-02-27 | 2019-06-18 | 苏州科技大学 | A kind of damping earthing type assembled steel reinforced concrete tuning quality damping wall |
| CN111042377A (en) * | 2019-12-30 | 2020-04-21 | 北京工业大学 | Particle damping-lead damping multistage vibration attenuation wall based on electromagnetic conversion function |
| CN111042376A (en) * | 2019-12-30 | 2020-04-21 | 北京工业大学 | Magnetic field alternating type particle damping-lead damping-based multistage vibration reduction wall |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6122806U (en) * | 1984-07-17 | 1986-02-10 | ニチアス株式会社 | fireproof partition wall |
| JPH06158758A (en) * | 1992-11-24 | 1994-06-07 | Itoki Crebio Corp | Response-control corresponding panel device |
| JPH11241412A (en) * | 1998-02-20 | 1999-09-07 | Kai Kenchiku Sekkei Jimusho:Kk | Brace |
| CN202611022U (en) * | 2011-12-05 | 2012-12-19 | 深圳市麦诺幕墙技术有限公司 | Damping shock absorber used in cable net glass curtain wall |
| CN102936931A (en) * | 2012-10-30 | 2013-02-20 | 沈阳建筑大学 | Partitioning hole-arrangement energy-consumption steel sheet wall |
| CN203701330U (en) * | 2014-01-05 | 2014-07-09 | 海南大学 | Swing shear wall |
| CN104088373A (en) * | 2014-06-12 | 2014-10-08 | 清华大学 | Viscous damping wall |
| CN104314192A (en) * | 2014-10-22 | 2015-01-28 | 上海大学 | Multilayer damper with displacement amplifying device |
| CN104389364A (en) * | 2014-11-20 | 2015-03-04 | 沈阳建筑大学 | Profiled steel plate concrete reinforcing steel plate energy dissipation wall |
| CN204401819U (en) * | 2014-12-30 | 2015-06-17 | 孟宪庆 | The shockproof hollow wall of a kind of slag light steel bar concrete |
| CN105350687A (en) * | 2015-10-22 | 2016-02-24 | 广州大学 | Shear wall combining concrete filled steel tube side frame with seam or opening |
| CN205259389U (en) * | 2015-11-21 | 2016-05-25 | 山东科技大学 | Foamed aluminium inner panel viscous damping wall |
-
2016
- 2016-08-08 CN CN201610639219.5A patent/CN106088393A/en active Pending
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6122806U (en) * | 1984-07-17 | 1986-02-10 | ニチアス株式会社 | fireproof partition wall |
| JPH06158758A (en) * | 1992-11-24 | 1994-06-07 | Itoki Crebio Corp | Response-control corresponding panel device |
| JPH11241412A (en) * | 1998-02-20 | 1999-09-07 | Kai Kenchiku Sekkei Jimusho:Kk | Brace |
| CN202611022U (en) * | 2011-12-05 | 2012-12-19 | 深圳市麦诺幕墙技术有限公司 | Damping shock absorber used in cable net glass curtain wall |
| CN102936931A (en) * | 2012-10-30 | 2013-02-20 | 沈阳建筑大学 | Partitioning hole-arrangement energy-consumption steel sheet wall |
| CN203701330U (en) * | 2014-01-05 | 2014-07-09 | 海南大学 | Swing shear wall |
| CN104088373A (en) * | 2014-06-12 | 2014-10-08 | 清华大学 | Viscous damping wall |
| CN104314192A (en) * | 2014-10-22 | 2015-01-28 | 上海大学 | Multilayer damper with displacement amplifying device |
| CN104389364A (en) * | 2014-11-20 | 2015-03-04 | 沈阳建筑大学 | Profiled steel plate concrete reinforcing steel plate energy dissipation wall |
| CN204401819U (en) * | 2014-12-30 | 2015-06-17 | 孟宪庆 | The shockproof hollow wall of a kind of slag light steel bar concrete |
| CN105350687A (en) * | 2015-10-22 | 2016-02-24 | 广州大学 | Shear wall combining concrete filled steel tube side frame with seam or opening |
| CN205259389U (en) * | 2015-11-21 | 2016-05-25 | 山东科技大学 | Foamed aluminium inner panel viscous damping wall |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703253A (en) * | 2017-02-13 | 2017-05-24 | 上海史狄尔建筑减震科技有限公司 | Fully-assembled steel plate damping wall |
| CN107201790A (en) * | 2017-07-24 | 2017-09-26 | 刘华 | A kind of passive-type viscous damper |
| CN107201790B (en) * | 2017-07-24 | 2019-07-05 | 中建华帆建筑设计院有限公司 | A kind of passive-type viscous damper |
| CN108612198A (en) * | 2018-06-20 | 2018-10-02 | 温州职业技术学院 | A kind of damping property building assembling structure |
| CN109898691A (en) * | 2019-02-27 | 2019-06-18 | 苏州科技大学 | A kind of damping earthing type assembled steel reinforced concrete tuning quality damping wall |
| CN109898691B (en) * | 2019-02-27 | 2024-04-12 | 苏州科技大学 | Damping grounding type fabricated reinforced concrete tuned mass damping wall |
| CN111042377A (en) * | 2019-12-30 | 2020-04-21 | 北京工业大学 | Particle damping-lead damping multistage vibration attenuation wall based on electromagnetic conversion function |
| CN111042376A (en) * | 2019-12-30 | 2020-04-21 | 北京工业大学 | Magnetic field alternating type particle damping-lead damping-based multistage vibration reduction wall |
| CN111042376B (en) * | 2019-12-30 | 2021-05-28 | 北京工业大学 | Magnetic field alternating type particle damping-lead damping-based multistage vibration reduction wall |
| CN111042377B (en) * | 2019-12-30 | 2021-05-28 | 北京工业大学 | Particle damping-lead damping multistage vibration attenuation wall based on electromagnetic conversion function |
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| RJ01 | Rejection of invention patent application after publication | ||
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Application publication date: 20161109 |