CN107060126A - It is a kind of that the system for carrying out structural damping is slid using floor - Google Patents
It is a kind of that the system for carrying out structural damping is slid using floor Download PDFInfo
- Publication number
- CN107060126A CN107060126A CN201710283984.2A CN201710283984A CN107060126A CN 107060126 A CN107060126 A CN 107060126A CN 201710283984 A CN201710283984 A CN 201710283984A CN 107060126 A CN107060126 A CN 107060126A
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- Prior art keywords
- floor
- damping
- friction
- buffer layer
- layer
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- 239000010410 layers Substances 0.000 claims abstract description 68
- 230000003139 buffering Effects 0.000 claims abstract description 14
- 230000035939 shock Effects 0.000 claims description 13
- 239000006096 absorbing agents Substances 0.000 claims description 3
- 238000005457 optimization Methods 0.000 claims description 3
- 239000000463 materials Substances 0.000 claims 1
- 239000003795 chemical substances by application Substances 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 9
- 230000000694 effects Effects 0.000 abstract description 6
- 238000010521 absorption reactions Methods 0.000 abstract description 2
- 230000000116 mitigating Effects 0.000 description 8
- 238000010586 diagrams Methods 0.000 description 3
- 239000002783 friction materials Substances 0.000 description 3
- 238000000034 methods Methods 0.000 description 3
- 280000398338 Seismic companies 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000006243 chemical reactions Methods 0.000 description 2
- 238000005516 engineering processes Methods 0.000 description 2
- 238000006073 displacement reactions Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reactions Methods 0.000 description 1
Classifications
-
- 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, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
- E04H9/02—Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
Abstract
Description
Technical field
The present invention relates to a kind of system for being slid using floor and carrying out structural damping, belong to building engineering field.
Background technology
Tuned mass damper (Tuned Mass Damper, abbreviation TMD) is a kind of discrete type damping unit, also referred to as Active mass damper or harmonics device, have been widely used for the wind dynamic control of skyscraper, tall and slender structure and bridge.This It is additional certain Substructure System, and by adjusting minor structure parameter on the body construction to plant device, uses up its natural frequency of vibration Measure close to main structure fundamental frequency or excited frequency, when agent structure excited target is vibrated, minor structure will produce one with Structural vibration inertia force effect in opposite direction on the body construction, makes the vibration of agent structure decay and be controlled, prevented The damage and failure of structure.
Generally requiring to add very big quality on main structure body in existing TMD devices (will typically reach body junction More than the 5% of structure quality) considerable damping effect could be produced, this results in many problems.First, hundreds of tons of even upper kilotons Mass be attached in structure, structure can be caused vertically to carry burden and greatly increased；Secondly, to avoid minor structure and body junction The collision that structure relative displacement is excessive and produces, it is necessary to install the damper and stopping means of large-tonnage therebetween, and cost is high, Construction is complicated；Finally, due to which the complexity of additional TMD shock mitigation systems, its construction cost is higher.Therefore, TMD devices more should For the wind-resistant vibration of high-level structure, and the purpose for realizing reduction geological process also has many technical barriers.
The content of the invention
The problem of existing for existing TMD technologies, structural damping is carried out the invention provides a kind of slid using floor System.
The present invention is achieved in that a kind of system for being slid using floor and carrying out structural damping, and the utilization floor is slided The system of shift-in row structural vibration reduction includes：Buffer layer floor, damping by friction layer and elastic buffering mechanism；The damping by friction layer It is laid on the lower section of the buffer layer floor.Appropriate width is left in the same shaft of buffer layer floor, collar tie beam junction, is used for The elastic buffering mechanism is installed.
Further, viscoplasticity energy-consuming shock absorber can be used in the elastic buffering mechanism, and its thickness is with the damping floor Plate is identical, and its rigidity and damping characteristic need to be obtained according to concrete structure calculating analysis.Preventing the buffer layer floor and master Body structure plays a part of dissipative part seismic energy while colliding.
Further, the damping by friction layer choosing is with high coefficient of friction material (coefficient of friction be more than 0.5), to ensure that it can be The buffer layer floor provides enough frictional resistances.The concrete numerical value of coefficient of friction should be analyzed according to concrete structure and determined.
Further, damping by friction layer and buffer layer Vierendeel girder, frame column is whole pour together with.Ensure it in geological process Under do not slide.
Further, the stirrup of the end of buffer layer center pillar and Vierendeel girder needs to be encrypted, to ensure that their rigidity is accorded with Close and require.
Further, the buffer layer floor is slip structure.When building structure is produced under earthquake load load action During vibration, buffer layer floor occurs sliding and produces an inertia force reaction in opposite direction with structural vibration in agent structure On, this inertia force produced by structural vibration is tuned, the vibration to building structure produces tunning effect, makes agent structure Vibration decays and controlled, so that reaching prevents the purpose of structural failure and failure.
Further, analyzed by the optimization to new TMD shock mitigation systems parameter, determine the damping of new TMD shock mitigation systems The set location and number of the important parameters such as coefficient, stiffness coefficient and buffer layer, to realize that assigning skyscraper, Super High builds Build good resistance to shock.
Advantages of the present invention and good effect are：
Buffer layer floor is a part for agent structure, be translated into shock-absorption quality, it is to avoid attached on the body construction Plus excessive quality, and be easier to realize, eliminate and increase because the mass of hundreds of tons of even upper kilotons is attached in structure Big structure vertically carries the possibility of burden；Bottom laying damping by friction layer can provide reliable frictional force for buffer layer floor, apply Work is easy, easily implements；By elastic buffering mechanism reasonable in design, can avoid buffer layer floor in slipping with main body Structure collides；Shock mitigation system simple structure of the present invention, the weight for taking full advantage of structure itself carries out damping, profit Frictional resistance is provided with floor layering, convenient and easy, the relatively existing TMD technologies of its construction cost will be substantially reduced.
Brief description of the drawings
Fig. 1 is the system profile provided in an embodiment of the present invention for being slid using floor and carrying out structural damping；
Fig. 2 is buffer layer schematic diagram provided in an embodiment of the present invention；
Fig. 3 is buffer layer top view provided in an embodiment of the present invention；
Fig. 4 is buffer layer front view provided in an embodiment of the present invention；
Fig. 5 is damping node layer schematic diagram provided in an embodiment of the present invention；；
Fig. 6 is buffer layer mid-side node schematic diagram provided in an embodiment of the present invention；
In figure：1st, buffer layer floor；2nd, damping by friction layer；3rd, elastic buffering mechanism；4th, buffer layer；5th, whole casting layer.
Embodiment
In order to make the purpose , technical scheme and advantage of the present invention be clearer, with reference to embodiments, to the present invention It is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to Limit the present invention.
The application principle of the present invention is described in detail below in conjunction with the accompanying drawings：
As shown in figure 1, being the system profile provided in an embodiment of the present invention that progress structural damping is slid using floor, subtract Shake layer 4 is arranged in the middle of whole casting layer 5, and the number and particular location that buffer layer 4 is set need to obtain by concrete analysis.
As shown in Fig. 2 the system provided in an embodiment of the present invention for sliding progress structural damping using floor includes：Buffer layer Floor 1, damping by friction layer 2 and elastic buffer zone 3；The damping by friction layer 2 is laid on the lower section of the buffer layer floor 1；Institute State the same shaft of buffer layer floor 1, Vierendeel girder junction and leave appropriate width, the elastic buffering mechanism 3 is turned for pacifying.
The buffer layer floor 1 is slip structure.
Damping by friction layer 2 selects high coefficient of friction material, the Vierendeel girder, frame column with buffer layer are whole pour together with.
The thickness of the elastic buffering mechanism 3 is identical with the buffer layer floor 1.
The application principle of the present invention is further described with reference to specific embodiment；
It is provided in an embodiment of the present invention to be slid using floor in the system for carrying out structural damping, by setting damping by friction layer 2 and elastic buffer zone, together constitute a kind of new TMD shock mitigation systems with buffer layer floor 1.Wherein, buffer layer floor 1 is This new TMD shock mitigation systems provide quality, and damping by friction layer 2 provides damping for it, the offer rigidity of elastic buffering mechanism 3 with Part is damped.
Wherein viscoplasticity energy-consuming shock absorber can be used in elastic buffering mechanism 3, and its thickness is with the phase of buffer layer floor 1 Together, its rigidity and damping characteristic need to be obtained according to concrete structure calculating analysis.Sent out preventing buffer layer floor with agent structure Play a part of dissipative part seismic energy while raw collision.
Damping by friction layer 2 is from high coefficient of friction material (coefficient of friction is more than 0.5), to ensure that it can be for buffer layer floor Enough frictional resistances are provided, the concrete numerical value of coefficient of friction should be analyzed according to concrete structure to be determined.And by damping by friction layer 2 with With layer Vierendeel girder, frame column is whole pours together.Ensure that it does not slide under geological process.
The end of buffer layer center pillar and the stirrup of Vierendeel girder need to be encrypted, and are met the requirements with the rigidity for ensureing them.
Buffer layer floor 1 is slip structure.When building structure produces vibration under earthquake load load action, damping Floor plate 1 occurs sliding and produces an inertia force reaction in opposite direction with structural vibration on the body construction, tunes this The inertia force produced by structural vibration, the vibration to building structure produces tunning effect, the vibration of agent structure is decayed simultaneously Controlled, so that reaching prevents the purpose of structural failure and failure.
By analyzing the optimization of new TMD shock mitigation systems parameter, the damped coefficient, just of new TMD shock mitigation systems is determined The set location and number of the important parameters such as coefficient and buffer layer are spent, to realize that imparting skyscraper, high-rise building are good Resistance to shock.
Above content described in this specification is only illustration made for the present invention.Technology belonging to of the invention The technical staff in field can be made various modifications, supplement to described specific embodiment or be replaced using similar mode In generation, content without departing from description of the invention or surmount scope as defined in the claims, the present invention all should be belonged to Protection domain.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710283984.2A CN107060126A (en) | 2017-04-26 | 2017-04-26 | It is a kind of that the system for carrying out structural damping is slid using floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710283984.2A CN107060126A (en) | 2017-04-26 | 2017-04-26 | It is a kind of that the system for carrying out structural damping is slid using floor |
Publications (1)
| Publication Number | Publication Date |
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| CN107060126A true CN107060126A (en) | 2017-08-18 |
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| CN201710283984.2A CN107060126A (en) | 2017-04-26 | 2017-04-26 | It is a kind of that the system for carrying out structural damping is slid using floor |
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| CN (1) | CN107060126A (en) |
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740523A (en) * | 2017-10-13 | 2018-02-27 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107795051A (en) * | 2017-10-13 | 2018-03-13 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107795050A (en) * | 2017-10-13 | 2018-03-13 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107795053A (en) * | 2017-10-13 | 2018-03-13 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107842140A (en) * | 2017-10-13 | 2018-03-27 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107905420A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107905421A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107905425A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107956263A (en) * | 2017-10-13 | 2018-04-24 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107956264A (en) * | 2017-10-13 | 2018-04-24 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107975171A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107975173A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107975172A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107975170A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107975175A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107975174A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
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Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740523A (en) * | 2017-10-13 | 2018-02-27 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107795051A (en) * | 2017-10-13 | 2018-03-13 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107795050A (en) * | 2017-10-13 | 2018-03-13 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107795053A (en) * | 2017-10-13 | 2018-03-13 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107842140A (en) * | 2017-10-13 | 2018-03-27 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107905420A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107905421A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107905425A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107956263A (en) * | 2017-10-13 | 2018-04-24 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107956264A (en) * | 2017-10-13 | 2018-04-24 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107975171A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107975173A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107975172A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107975170A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107975175A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
| CN107975174A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of anti-dropout precast floor slab unit |
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Application publication date: 20170818 |
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