CN110387955A - A kind of novel controlled waves shock-damping structure system - Google Patents
A kind of novel controlled waves shock-damping structure system Download PDFInfo
- Publication number
- CN110387955A CN110387955A CN201910716919.3A CN201910716919A CN110387955A CN 110387955 A CN110387955 A CN 110387955A CN 201910716919 A CN201910716919 A CN 201910716919A CN 110387955 A CN110387955 A CN 110387955A
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- China
- Prior art keywords
- novel controlled
- damping structure
- structure system
- controlled waves
- waves shock
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Classifications
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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
-
- 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
-
- 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
-
- 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
- E04H9/025—Structures with concrete columns
Abstract
A kind of novel controlled waves shock-damping structure system comprising structure, basis, filling wall, anti-buckling support, semi-automatic electromagnetic damper.The anti-buckling support is wherein installed in the structure, the semi-automatic electromagnetic damper is installed, on the basis of structure is fixed on by fixing end and position of fixity mode on the filling wall.It is mainly characterized in that the fixing end relaxed constraints of support frame trestle and basis, is disposed with semi-automatic electromagnetic damper within the walls in the position of fixity for being vertically provided with dissipative cell, and in the filling of each layer of structure surrounding.The system forms under geological process and waves behavior, and relative storey displacement is small, and rigidity is big, energy-dissipating and shock-absorbing, Yi Xiufu after shake.
Description
Technical field:
The present invention relates to construction applications, specifically a kind of novel controlled waves shock-damping structure system.
Background technique:
Novel damping structural system has runback bit architecture, swinging structure, recoverable function structure etc..Runback bit architecture passes through
Loosen certain joint constraint, in the structure be added presstressed reinforcing steel come reduce seismic structural response and provide self-resetting capability,
Residual displacement is small after shake, and strength and stiffness reduce less, is easily repaired and quickly puts back into, earthquake can be greatly decreased and make
At economic loss.
Self-centering (post-tensioned self-centering) structural system of post stretching is to reduce residual deformation
And it proposes.This structural system is made of self-centering system and dissipative devices.Self-centering system is by post-tensioning reinforcing bar or steel strand wires
Composition makes heart function by oneself to provide.Dissipative devices are to provide energy consumption by surrender, bonding, friction by support or damper
Function.Post stretching self contering structure system, which has, to be reduced maximum distortion and reduces residual deformation, reduces the excellent of structural elements damage
Point.
The damage of structural elements is reduced or avoided by waving structure, provides recovery function, limitation pair for swinging structure
The requirement of non-structural element.The behavior of waving in swinging structure can (posttensioned tendons provide self-centering by self contering structure
Function) or structure itself gravity (suspension column be lifted and fall) provide.Energy dissipation capacity in swinging structure is bent by steel
The viscous damping devices (interchangeable angle steel etc.) that suspension column was set and be placed in clothes provide, with the reaction of control structure.Suspension column is set
Meter will allow suspension column to be lifted.
Wherein, presstressed reinforcing steel is provided in this mode of restoring force, the restoring force meeting provided when undergoing geological process
Its specific function is reduced because of the damage of presstressed reinforcing steel, and therefore influences the control for deforming with destroying to building structure.It is high-rise
In building structure, accumulated in column by superstructure transmit it is axial draw, pressure is transmitted in basis when, dead load will
It is not enough to offset whole axial tensions, after the axial tension accumulated in column overcomes dead load, it is difficult to guarantee frame column and structure
Safety, stability and the integrally-built effective force path on basis.
Therefore it proposes a kind of novel controlled waves shock-damping structure system, is adopted based on displacement sensor and data collection system
The displacement data of collection, predicts the input direction of earthquake motion, thus controls the direction of relative movement of semi-automatic electromagnetic damper, in turn
Contrary moment of flexure is moved to structure offer, so that structure generation is waved behavior, so that the relative storey displacement of structure subtracts
Small, structural damage is reduced.
Summary of the invention:
Technical problem to be solved by the invention is to provide the presentation modes that behavior is waved in a kind of swinging structure, expand
The offer approach for waving behavior of swinging structure, proposes a kind of novel controlled waves shock-damping structure system.
To achieve the above object, the present invention is achieved through the following technical solutions: a kind of novel controlled waves damping
Structural system comprising structure, basis, filling wall, anti-buckling support, semi-automatic electromagnetic damper.Wherein pacify in the structure
Equipped with the anti-buckling support, the semi-automatic electromagnetic damper is installed on the filling wall, structure passes through fixing end and embedding
On the basis of fixed end mode is fixed on.It is mainly characterized in that by the fixing end relaxed constraints of support frame trestle and basis, vertically arranged
There is the position of fixity of dissipative cell, and is disposed with semi-automatic electromagnetic damper on each layer of structure surrounding filling wall.System master
To be based on considered below: in violent earthquake, the displacement sensor based on every layer of corner post or every layer of corner post and every layer of side column is surveyed
Each layer relative storey displacement response, predict the input direction of earthquake motion, thus come control the filling of every layer of end bay within the walls half from
The mode of action of dynamic electromagnetic damper, and then provide a moment of flexure contrary with structural vibration to structure, this and knot
The opposite Moment of structure direction of vibration reduces further increasing for structure relative storey displacement response, and limits frame
" swing range " has reset function, and thereby produce structure waves behavior.
Preferably, the present invention is suitable for concrete structure, steel construction.
Preferably, the structure is reinforced concrete frame structure, shear wall structure, frame shear wall structure, frame
Frame-barrel structure, frame supported shear wall structure, tube-in-tube structure, more tube structures, giant frame structure, mixed structure.
Preferably, the structure includes being equipped with the frame column of anti-buckling support and Vierendeel girder and not installing anti-buckling branch
The frame column and Vierendeel girder of support.
Preferably, the anti-buckling support arrangement form includes cross arrangement, herringbone arrangement, monocline bar arrangement.
Preferably, the arrangement of the anti-buckling support include be arranged in end bay, be arranged in across, be arranged in end bay
With in across, often across uniformly distributed.
Preferably, structure wherein one across or it is several across frame column and Vierendeel girder between anti-buckling support is installed,
Between other frame columns and Vierendeel girder of structure anti-buckling support is not installed.
Preferably, the connection of bottom end and basis of the frame column of the structure of anti-buckling support is not installed using fixing end.
Preferably, the connection of bottom end and basis of the frame column of the structure of anti-buckling support is installed using position of fixity.
Preferably, the dissipative cell at position of fixity includes steel plate dissipative cell and rod iron dissipative cell.
Preferably, the dissipative cell at position of fixity includes that the different cross sections such as cross-section, variable cross-section form is cut from different
Face parameter.
Preferably, the basis includes no muscle spread foundation, strip footing, box foundation, raft foundation, extension base
The deep foundations such as the shallow foundations such as plinth, isolated footing and pile foundation, diaphram wall, pier base, deep-well.
Preferably, built-in fitting is equipped on the bottom surface of the frame column of the structure for being equipped with anti-buckling support.
Preferably, it is equipped on the basis of the bottom surface of the frame column with the structure for being equipped with anti-buckling support contacts
Built-in fitting.
Preferably, it is equipped on the bottom end peripheric surface of the frame column of the structure for being equipped with anti-buckling support pre-buried
Part.
Preferably, displacement sensor is installed on every layer of corner post of structure or every layer of corner post and every layer of side column.
Preferably, displacement sensor is installed with the mounting means of built-in installation or external installation in structure.
Preferably, every layer of surrounding of the structure across the arrangement filling wall.
Preferably, the filling wall is connect by flexible connection or rigid connection with the structure.
Preferably, in the filling, location arrangements appropriate have except walls such as door opening, window hole or decoration holes within the walls
Hole.
Preferably, built-in fitting is equipped in the wall opening upper and lower surfaces of the filling within the walls.
Preferably, the semi-automatic electromagnetic damper is placed in the wall opening filled within the walls.
Preferably, the semi-automatic electromagnetic damper is asymmetric according to layer-by-layer arrangement method, plane symmetrical layout way, plane
Arrangement method carrys out cloth as the method for control function, with relative storey displacement and layer displacement using control force for the methods of method of control function
It sets.
Preferably, the magnetic material of the semi-automatic electromagnetic damper includes iron, cobalt, nickel and its oxide.
Preferably, based on each meta position layer by layer measured by every layer of corner post or every layer of corner post and every layer of side column displacement sensor
Response is moved, predicts the input direction of earthquake motion, thus controls the filling semi-automatic electromagnetic damper within the walls of every layer of end bay
The mode of action, and then a moment of flexure contrary with structural vibration is provided to structure, this is contrary with structural vibration
Moment reduce further increasing for structure relative storey displacement response, and limit " swing range " of frame, have
Reset function, thereby produce structure waves behavior.
A kind of novel controlled waves shock-damping structure system according to the present invention is by the fixing end of support frame trestle and basis
Relaxed constraints, in the position of fixity for being vertically provided with dissipative cell, and each layer of structure surrounding filling wall on be disposed with it is semi-automatic
Electromagnetic damper.When structure is by geological process, relative displacement is generated between each layer, according to every layer of corner post and every layer of side column position
Each layer relative storey displacement response, process control measured by displacement sensor lead to the electric current of energization solenoid in semi-automatic electromagnetic damper
Direction controls its magnetic direction, and then controls the mode of action of the semi-automatic electromagnetic damper of the filling of every layer of end bay within the walls,
So that structure is contrary with structural vibration using semi-automatic electromagnetic damper offer one when story drift transfinites
Moment of flexure, this Moment contrary with structural vibration reduce structure relative storey displacement response further increase, from
And reduce the deformation of structure.
Detailed description of the invention:
Fig. 1 is traditional frame structure system schematic diagram；
Fig. 2 is that (number of plies, layer height, span are only for a kind of novel controlled waves shock-damping structure system schematic diagram according to the invention
Demonstrate) (support arrangement, position and suspension column arrangement are only done with one of them anti-buckling support arrangement schematic diagram
Demonstration) and one of wall opening and semi-automatic electromagnetic damper, displacement sensor arrangement schematic diagram (wall opening position is according to reality
Border structure arrangement, damper are arranged according to actual needs, displacement sensor position etc. is only demonstrated)；
Fig. 3 is issuable direction of vibration and the institute of a kind of novel controlled waves shock-damping structure system according to the invention
Need the schematic diagram of moment of flexure；
Appended drawing reference: structure 1, anti-buckling support 2, basis 3, filling wall 4, semi-automatic electromagnetic damper 5, fixing end 6, embedding
Fixed end 7, dissipative cell 8, wall opening 9, displacement sensor 10.
Specific embodiment:
For a better understanding of the present invention, a kind of novel controlled waves shock-damping structure system is carried out with reference to the accompanying drawing detailed
Thin description.
Fig. 2 illustrates a kind of novel controlled waves shock-damping structure system schematic diagram comprising structure 1, it is anti-buckling support 2,
Basis 3, filling wall 4, semi-automatic electromagnetic damper 5, fixing end 6, position of fixity 7, dissipative cell 8, wall opening 9, displacement sensor
10。
The present invention for reinforced concrete frame structure, shear wall structure, frame shear wall structure, frame-barrel structure,
In the various structures such as frame supported shear wall structure, tube-in-tube structure, more tube structures, giant frame structure, mixed structure, such as Fig. 1-
Shown in 3, by taking frame structure as an example, frame is reinforced concrete frame, reinforced concrete frame 1 it is wherein several across frame column
Anti-buckling support 2 is mounted between Vierendeel girder, it, can be to avoid 1 compressive buckling of concrete frame by anti-buckling support 2.Frame
Frame 1 is fixed on basis 3 by fixing end 6 and position of fixity 7.By 6 relaxed constraints of fixing end of support frame trestle and basis 3, In
It is vertically provided with the position of fixity 7 of dissipative cell 8.As shown in Fig. 2, being disposed on the filling wall 4 of every layer of four end bays semi-automatic
Electromagnetic damper 5.As shown in figure 3, be named as WS, ES, WN, EN to four corner posts, in violent earthquake, based on every layer of corner post or
Each layer relative storey displacement response, calculates the direction of earthquake motion measured by every layer of corner post and every layer of side column displacement sensor 10, by
The mode of action of semi-automatic electromagnetic damper 5 in this filling wall 4 to control every layer of end bay, and then provides one to structure 1
A moment of flexure opposite with 1 direction of vibration of structure, this Moment opposite with 1 direction of vibration of structure reduce 1 interlayer of structure
Dynamic respond further increases, and limits " swing range " of structure 1, has reset function, and anti-in conjunction with being equipped with
The connection of the bottom end and basis 3 of the frame column of the reinforced concrete frame 1 of buckling support 2 uses position of fixity 7, so that structure
The behavior of waving is produced, main structure is protected.
Claims (23)
1. a kind of novel controlled waves shock-damping structure system, which is characterized in that including structure (1), basic (3), anti-buckling support
(2), wall (4), semi-automatic electromagnetic damper (5) are filled, the anti-buckling support (2) is installed on the structure (1), it is described to fill out
Fill that wall (4) is inner to be equipped with the semi-automatic electromagnetic damper (5), the structure (1) by fixing end (6) and position of fixity (7) just
Formula is fixed on basic (3).
2. a kind of novel controlled waves shock-damping structure system according to claim 1, it is characterised in that: the structure (1)
For reinforced concrete frame structure, shear wall structure, frame shear wall structure, frame-barrel structure, frame supported shear wall structure, cylinder
Tube-in-tube structure, more tube structures, giant frame structure, mixed structure.
3. a kind of novel controlled waves shock-damping structure system according to claim 2, it is characterised in that: the structure (1)
Including being equipped with the anti-buckling frame column for supporting (2) and Vierendeel girder and the frame column and Vierendeel girder of not installing anti-buckling support.
4. a kind of novel controlled waves shock-damping structure system according to claim 3, it is characterised in that: the anti-buckling branch
Support (2) arrangement form includes cross arrangement, herringbone arrangement, monocline bar arrangement.
5. a kind of novel controlled waves shock-damping structure system according to claim 4, it is characterised in that: the anti-buckling branch
The arrangement of support (2) include in being arranged in end bay, being arranged in across, be arranged in end bay and in across, often across uniformly distributed.
6. a kind of novel controlled waves shock-damping structure system according to claim 5, it is characterised in that: in structure (1)
Wherein one across or it is several across frame column and Vierendeel girder between anti-buckling support (2) is installed, in other frame columns and frame of structure
Anti-buckling support (2) is not installed between setting a roof beam in place.
7. a kind of novel controlled waves shock-damping structure system according to claim 5, it is characterised in that: do not install anti-buckling
The connection of the bottom end and basic (3) of the frame column of the structure (1) of (2) is supported to use fixing end (6).
8. a kind of novel controlled waves shock-damping structure system according to claim 5, it is characterised in that: be equipped with anti-buckling
The connection of the bottom end and basic (3) of the frame column of the structure (1) of (2) is supported to use position of fixity (7).
9. a kind of novel controlled waves shock-damping structure system according to claim 8, it is characterised in that: at position of fixity (7)
Dissipative cell (8) include steel plate dissipative cell and rod iron dissipative cell.
10. a kind of novel controlled waves shock-damping structure system according to claim 8, it is characterised in that: at position of fixity (7)
Dissipative cell (8) include the different cross sections such as cross-section, variable cross-section form and different cross section parameter.
11. a kind of novel controlled waves shock-damping structure system according to claim 10, it is characterised in that: the basis
(3) include the shallow foundations such as no muscle spread foundation, strip footing, box foundation, raft foundation, spread foundation, isolated footing and
The deep foundations such as pile foundation, diaphram wall, pier base, deep-well.
12. a kind of novel controlled waves shock-damping structure system according to claim 11, it is characterised in that: in the installation
There is the bottom surface of the frame column of the structure (1) of anti-buckling support (2) to be equipped with built-in fitting.
13. a kind of novel controlled waves shock-damping structure system according to claim 12, it is characterised in that: with the peace
The basis (3) of the bottom surface contact of the frame column of structure (1) equipped with anti-buckling support (2) is equipped with built-in fitting.
14. anti-buckling brace-frame structure system is waved described in any one of 2 according to claim 1, it is characterised in that: In
The bottom end peripheric surface of the frame column of the structure for being equipped with anti-buckling support (2) is equipped with built-in fitting.
15. a kind of novel controlled waves shock-damping structure system according to claim 14, it is characterised in that: in structure (1)
Every layer of corner post or every layer of corner post and every layer of side column on install displacement sensor (10).
16. a kind of novel controlled waves shock-damping structure system according to claim 15, it is characterised in that: in structure (1)
On with it is built-in installation or external installation mounting means install displacement sensor (10).
17. a kind of novel controlled waves shock-damping structure system according to claim 16, it is characterised in that: in the structure
(1) every layer of surrounding across the arrangement filling wall (4).
18. a kind of novel controlled waves shock-damping structure system according to claim 17, it is characterised in that: the filling wall
(4) it is connect by flexible connection or rigid connection with the structure (1).
19. a kind of novel controlled waves shock-damping structure system according to claim 17, it is characterised in that: in the filling
There is except wall openings (9) such as door opening, window hole or decoration holes location arrangements appropriate in wall (4).
20. a kind of novel controlled waves shock-damping structure system according to claim 19, it is characterised in that: in the filling
Wall opening (9) upper and lower surfaces in wall (4) are equipped with built-in fitting.
21. a kind of novel controlled waves shock-damping structure system according to claim 19, it is characterised in that: in the filling
The semi-automatic electromagnetic damper (5) is placed in wall opening (9) in wall (4).
22. a kind of novel controlled waves shock-damping structure system according to claim 21, it is characterised in that: described semi-automatic
Electromagnetic damper (5) according to layer-by-layer arrangement method, plane symmetrical layout way, plane asymmetric arrangement method, take control force as control letter
Several method is arranged with relative storey displacement and layer displacement for the methods of method of control function.
23. a kind of novel controlled waves shock-damping structure system according to claim 21, it is characterised in that: described semi-automatic
The magnetic material of electromagnetic damper (5) includes iron, cobalt, nickel and its oxide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910716919.3A CN110387955A (en) | 2019-08-05 | 2019-08-05 | A kind of novel controlled waves shock-damping structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910716919.3A CN110387955A (en) | 2019-08-05 | 2019-08-05 | A kind of novel controlled waves shock-damping structure system |
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| Publication Number | Publication Date |
|---|---|
| CN110387955A true CN110387955A (en) | 2019-10-29 |
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ID=68288173
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910716919.3A Pending CN110387955A (en) | 2019-08-05 | 2019-08-05 | A kind of novel controlled waves shock-damping structure system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111197361A (en) * | 2020-01-11 | 2020-05-26 | 大连理工大学 | Gradient mechanism shear wall structure and construction method thereof |
| CN111255255A (en) * | 2020-01-19 | 2020-06-09 | 华侨大学 | Anti-seismic reinforcing method for frame structure building |
-
2019
- 2019-08-05 CN CN201910716919.3A patent/CN110387955A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111197361A (en) * | 2020-01-11 | 2020-05-26 | 大连理工大学 | Gradient mechanism shear wall structure and construction method thereof |
| CN111197361B (en) * | 2020-01-11 | 2021-06-18 | 大连理工大学 | Gradient mechanism shear wall structure and construction method thereof |
| CN111255255A (en) * | 2020-01-19 | 2020-06-09 | 华侨大学 | Anti-seismic reinforcing method for frame structure building |
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