CN208056368U - A kind of friction-buckling-restrained energy-dissipation - Google Patents
A kind of friction-buckling-restrained energy-dissipation Download PDFInfo
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- CN208056368U CN208056368U CN201820120620.2U CN201820120620U CN208056368U CN 208056368 U CN208056368 U CN 208056368U CN 201820120620 U CN201820120620 U CN 201820120620U CN 208056368 U CN208056368 U CN 208056368U
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- 230000021715 photosynthesis, light harvesting Effects 0.000 title claims abstract description 42
- 238000005265 energy consumption Methods 0.000 claims abstract description 62
- 229910000831 Steel Inorganic materials 0.000 claims description 63
- 239000010959 steel Substances 0.000 claims description 63
- 238000005520 cutting process Methods 0.000 claims description 22
- 238000005422 blasting Methods 0.000 claims description 7
- 239000002783 friction material Substances 0.000 claims description 7
- 238000003754 machining Methods 0.000 claims description 4
- 238000005488 sandblasting Methods 0.000 claims 1
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- 239000003795 chemical substances by application Substances 0.000 description 1
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Abstract
This patent is related to a kind of novel structural elements, and in particular to a kind of friction-buckling-restrained energy-dissipation, the support have friction energy-dissipating and anti-buckling energy-consumption dual function.It is friction energy-dissipating section L1 in the middle part of the friction-buckling-restrained energy-dissipation, both ends are anti-buckling energy-consumption section L2, and the friction-buckling-restrained energy-dissipation includes two 100, two groups of inner core, 200, one groups of anti-buckling confining part frictional constraint components 300.This patent solve the problems, such as it is anti-buckling be supported on surrender energy consumption in the case of wind load or small shake the maintenance of anti-buckling support and replacement cycle can be caused to shorten, increase integrally-built later maintenance and cost of use this.
Description
Technical field
The present invention relates to a kind of novel structural elements, and in particular to one kind has friction energy-dissipating and anti-buckling energy-consumption double
The all steel support of weight function.
Background technology
Anti-buckling support is used as a kind of metal damper, with the mechanical property and excellent energy dissipation capacity of its stabilization by
It is widely used among building structure.By the elastic-plastic deformation of steel energy consumption inner core, anti-buckling support can effectively dissipate
Fall the external energy of effect on the body construction, plays the role of agent structure " fuse ".While anti-buckling support energy consumption
It is also the process of energy consumption inner core Plastic Damage accumulation, after Plastic Damage is accumulated to a certain extent, in the energy consumption of anti-buckling support
Fatigue fracture inevitably occurs for core.In a practical situation, what building structure was primarily subjected to is wind load and small shake effect, warp
The probability gone through middle shake or shaken greatly is very low.Although make it is anti-buckling be supported on wind load or small shake effect under just surrender energy consumption can
The problem of increasing safety and the comfort level of structure, but bringing is the maintenance of anti-buckling support and replacement cycle to need substantially to contract
It is short, it is obviously increased so as to cause integrally-built later maintenance and cost of use.
Invention content
The present invention is in order to solve anti-buckling to be supported on surrender energy consumption in the case of wind load or small shake and can lead to anti-buckling branch
The maintenance of support and replacement cycle shorten, increases integrally-built later maintenance and cost of use this problem, it is proposed that Yi Zhongxin
The structural elements of type.
For achieving the above object, it is described that technical scheme is as follows：
A kind of friction-buckling-restrained energy-dissipation, middle part are friction energy-dissipating section L1, and both ends are anti-buckling energy-consumption section L2, described
Friction-buckling-restrained energy-dissipation includes two 100, two groups of inner core, 200, one groups of anti-buckling confining part frictional constraint components
300；
Inner core 100 is the H profile steel of local segment edge of a wing machining, the wing of one end of the non-segment of cutting in 100 both ends of the inner core
It is formed with several oval slot holes on edge, and friction material is pasted after the end blasting treatment, which is divided into described
The local segment edge of a wing cutting end part of the friction energy-dissipating section inner core 110 of inner core 100, the inner core 100 is divided into the anti-of the inner core 100
Energy consuming section inner core 120；
Anti-buckling confining part 200 includes two blocks of U-type groove steel 201,202, four pieces of cushion blocks 203 of two cover plates and several high-strength
Bolt 10,
Two blocks of U-type groove steel 201 are respectively embedded into the groove 101 of anti-buckling energy-consumption section inner core 120 of the inner core 100, and four
Block cushion block 203 is respectively embedded under the clamping of upper and lower two cover plates 201 in the gap of 100 edge of a wing cutting portion of the inner core,
In, the thickness of the cushion block 203 is slightly larger than the edge of a wing thickness of the inner core 100, and the height of the U-lag steel 201 is slightly less than institute
State the height of the groove 101 of inner core 100 so that there are gaps between the inner core 100 and anti-buckling confining part 200, together
When, the U-type groove steel 201, cover board 202, cushion block 203 corresponding position be formed with the circular hole for assembling high-strength bolt 10, so
Afterwards, above-mentioned anti-buckling confining part 200 is located in the anti-buckling energy-consumption section inner core 120 of the inner core 100 with high-strength bolt 10
Surrounding is simultaneously tightened, at this point, completing the L2 assemblings of anti-buckling energy-consumption section；
An anti-buckling energy-consumption section L2 is assembled again according to above-mentioned same steps；
Frictional constraint component 300 includes two blocks of friction U-type groove steel, 301, two pieces of friction 302 several high-strength bolts 10 of cover board,
And it pastes and rubs after the friction U-type groove steel 301, friction cover board 302 and equal blasting treatment on the contact surface of the inner core 100
Material, it is then, 110 ends of friction energy-dissipating section inner core of two anti-buckling energy-consumption section L2 are positioned opposite, and do not connect therebetween
It is tactile that there are gaps to ensure enough deformation spaces, gap length value d1,
Meanwhile oval slot hole is formed on the friction U-type groove steel 301, friction cover board 302, and the ellipse is long
Oval slot hole on number, size and the position in hole and 110 edge of a wing of friction energy-dissipating section inner core of the inner core 100 is one by one
It is corresponding, two blocks of friction U-type groove steel 301 are rubbed at two pieces under about 302 cover board is clamped and are respectively embedded into two anti-buckling consumptions
Two anti-buckling energy-consumption section L2 are connected in the groove 101 of the friction energy-dissipating section inner core 110 of energy section L2, then assemble high-strength bolt
10 and tightening makes two anti-buckling energy-consumption section L2 closely connect, at this point, the assembling of the friction-buckling-restrained energy-dissipation is completed,
Wherein, the middle portion for the friction-buckling-restrained energy-dissipation that the frictional constraint component 300 positions is friction energy-dissipating section L1；
Meanwhile not contacting that there are gaps to protect between the frictional constraint component 300 and two groups of anti-buckling confining parts 200
Demonstrate,prove enough deformation spaces, gap length value d2, and gap width d2Not less than d1,
Meanwhile sliding yield force design value of the power design value less than anti-buckling energy-consumption section L2 that rise of the friction energy-dissipating section L1 is prevented
Only friction-the buckling-restrained energy-dissipation enters plasticity and consumes energy the stage too early,
Wherein, the length L of the friction energy-dissipating section L1f, high-strength bolt 10 size, number, pretightning force and ellipse
The trepanning length of slot hole needs the sliding power obtained according to structural analysis and deformability demand to be determined, to design symbol
Close the sliding power that the friction-buckling-restrained energy-dissipation needs, and the edge of a wing of the H profile steel inner core 100 of anti-buckling energy-consumption section L2
Cutting width needs the design yield force determination obtained according to structural analysis, meets the friction-anti-buckling consumption to design
The yield force needed can be supported.
It is preferred that the thickness of the cushion block 203 is slightly larger than the edge of a wing thickness of the inner core 100, the height of the U-lag steel 201
Degree be slightly less than the inner core 100 groove 101 height so that between the inner core 100 and anti-buckling confining part 200 there are
Gap, gap width 1mm-2mm.
The innovation and advantage of the present invention embodies in the following areas：
(1) friction energy-dissipating section L1 rise it is sliding before, the support is used as the support of common anti-side, based on structure offer
Stable anti-side rigidity；
(2) and common anti-buckling support phase ratio, the support may be implemented just to carry out under wind load or small shake effect
It consumes energy but does not generate Plastic Damage accumulation, to significantly improve the service life of the support, and then reduce integrally-built
Later maintenance and cost of use；
(3) it compared with common friction damped braced, can not only dissipate in middle shake or big shake, the support
Seismic energy reduces geological process, certain anti-side rigidity can also be provided for structure, to improve integrally-built safety
Energy；
(4) all components of support proposed by the present invention are all made of molding assembly, can only remove partially restrained structure
Just the repair and maintenance during routine use and the appraisal and strengthening after shake are completed in the case of part, so as to effectively reduce knot
Structure is safeguarded to building the influence using function.
Description of the drawings
To make the purpose of the present invention, characteristics and advantages definitely, below in conjunction with the accompanying drawings with regard to the best embodiment party of the present invention
Formula elaborates.
Fig. 1 is the machining sketch chart of the inner core 100 of the present invention,
Wherein, the figure in Fig. 1 (1) inner core 100 is H profile steel, and figure (2) is after the edge of a wing of H profile steel part is cut
Schematic diagram, figure (3) are that oval slot hole schematic diagram is opened on the H profile steel end edge of a wing, and figure (4) is that the H profile steel opens oval length
The end blasting treatment in hole simultaneously pastes friction material schematic diagram.
Fig. 2 is the assembling schematic diagram of the anti-buckling energy-consumption section L2 of the present invention.
Fig. 3 is the schematic diagram after the anti-buckling energy-consumption section L2 assemblings of the present invention,
Wherein, Fig. 3 in Fig. 3 (1-1), Fig. 3 (2-2), Fig. 3 (3-3), Fig. 3 (4-4) are respectively anti-buckling energy-consumption section L2 groups
Schematic cross-section after dress.
Fig. 4 is the friction energy-dissipating section L1 assembling schematic diagrams of the present invention.
Fig. 5 is a kind of overall schematic of friction-buckling-restrained energy-dissipation of the present invention,
Wherein, Fig. 5 in Fig. 5 (5-5), Fig. 5 (6-6) are respectively the schematic cross-section of friction energy-dissipating section L1.
Digital ID explanation in Fig. 1-5：
Friction energy-dissipating section L1, anti-buckling energy-consumption section L2；
Inner core 100, anti-buckling confining part 200, frictional constraint component 300, high-strength bolt 10；
Groove 101 in inner core 100, friction energy-dissipating section inner core 110, anti-buckling energy-consumption section inner core 120；
U-type groove steel 201 in anti-buckling confining part 200, cover board 202, cushion block 203；
Rub U-type groove steel 301 in frictional constraint component 300, and rub cover board 302；
The length L of friction energy-dissipating section L1f。
Furthermore direction terms mentioned in the present invention, for example, above and below, front, rear, left and right, it is inside and outside, top, it is high and low,
Highly, it is meaning that thickness etc., which is only according to the direction in attached drawing,.Be further illustrated, e.g., the thickness of cushion block 203 or
The edge of a wing thickness of inner core 100 is according to the thickness of upper and lower directions in attached drawing, the height of U-lag steel 201 or the groove of inner core 100
101 height is the height according to upper and lower directions in attached drawing.
Therefore, use direction term is for illustrating and understanding the present invention, and is not intended to limit the present invention.
Specific implementation mode
Embodiment 1
A kind of preparation implementation process of friction-buckling-restrained energy-dissipation.
Shown in Fig. 5, a kind of friction-with friction energy-dissipating and anti-buckling energy-consumption dual function is anti-buckling
The specific implementation process of energy dissipation brace carries out according to the following steps：
The first step, the processing of inner core 100, the i.e. processing of H profile steel inner core.
As shown in Figure 1：First, the edge of a wing in H profile steel subrange is cut, as shown in (2) in Fig. 1, cutting length
Degree determines that cutting width is according to the friction-anti-buckling energy-consumption according to the design rigidity of the friction-buckling-restrained energy-dissipation
The design yield force of support determines, and 100 non-segment of cutting cross section of H profile steel inner core is not less than twice of segment of cutting cross-sectional area；
The cutting edge of a wing is to ensure that 100 end of H profile steel inner core (i.e. is not prevented bending in Fig. 3 by the part that anti-buckling confining part 200 constrains
Left side is not by end portion that anti-buckling confining part 200 constrains in song energy consumption section L2) it is in always in whole work process
Elastic stage, to ensure the reliability of the supporting base end portion connection.If not cutting the edge of a wing, H profile steel inner core 100
Interlude and the yield force of end are identical, once external loads have been more than the yield force of H profile steel inner core 100, interlude by
It can still work in the presence of anti-buckling confining part 200, but end is carried out due to no anti-buckling confining part 200
Constraint causes the entire support to fail and exit work so will necessarily enter mecystasis.By cutting the edge of a wing and requiring
Non- segment of cutting cross-sectional area is not less than 2 times of segment of cutting cross-sectional area, it is ensured that 100 interlude plasticity of H profile steel inner core consumes energy
While its end always be in elasticity, to avoid it is described support because end first occurs surrender fail to play its energy consumption
Ability.
Secondly, oval slot hole is opened on the edge of a wing of the non-segment of cutting one end of H profile steel, as shown in (3) in Fig. 1, and is sprayed
Friction material is pasted after sand processing, as shown in (4) in Fig. 1.
The size and number of oval slot hole and the length of sand blasted area are according to the friction-buckling-restrained energy-dissipation
It has designed sliding power and design variations determines.
Second step, the assembling of anti-buckling energy-consumption section L2.
As shown in Fig. 2, first, circular hole is bored on U-type groove steel 201, cover board 202,203 corresponding position of cushion block；Later, it uses
The anti-buckling confining part 200 of above-mentioned anti-buckling energy-consumption section L2 is positioned 100 surrounding of the inner core and tightened by high-strength bolt 10,
In, the thickness of cushion block 203 is slightly larger than the edge of a wing thickness of the inner core 100, and the height of the U-lag steel 201 is slightly less than in described
The height of the groove 101 of core 100 so that there are gaps between the inner core 100 and anti-buckling confining part 200.It needs especially
Illustrate be gap width be have to it is reserved because H profile steel inner core 100 be pressurized when can have lateral expansion, it is necessary to have pre-
The space stayed deforms to discharge this demi-inflation, and otherwise anti-buckling energy-consumption section inner core 120 is with regard to direct and anti-buckling confining part 200
It contacts and surrender energy consumption can not be carried out.In addition, the thickness of cushion block 203 has to be larger than the edge of a wing thickness of H profile steel inner core 100, while U
The height of type groove steel 201 must be smaller than the height of the groove 101 of H profile steel inner core 100, in this way match set up use could be in H
Reserve the gap width of design between Steel core inside 100 and anti-buckling confining part 200, the design in gap with reference to Fig. 3 (2-2) and
Shown in Fig. 3 (3-3).
The diameter and arrangement spacing of the high-strength bolt 10 of anti-buckling energy-consumption section L2 are according to the friction-anti-buckling energy-consumption
Support ultimate bearing capacity design value is designed.
Third walks, the assembling of friction energy-dissipating section L1.
As shown in figure 4, first, two ends anti-buckling energy-consumption section L2 are positioned opposite, it is empty in order to reserve certain deformation
Between, it is not directly contacted with therebetween, gap width d1, as shown in figure 5, being determined according to component design variations；
Secondly, oval slot hole, the ellipse are opened up in friction cover board 302 and 301 corresponding position of friction U-type groove steel
Slot hole number, size and position are corresponded with the oval slot hole on the 100 end edge of a wing of the inner core；
Finally, using high-strength bolt 10 by frictional constraint component 300 (friction cover board 302 and the U-type groove steel 301 that rubs) and institute
Inner core 100 is stated closely to connect.
Number and the pretightning force needs of the high-strength bolt 10 of friction energy-dissipating section L1 are determined according to sliding power has been designed.
In order to avoid the anti-buckling confining part of the frictional constraint component 300 and anti-buckling energy-consumption section L2 of friction energy-dissipating section L1
200 contact with each other during the work time, as shown in figure 5, equally there are gap, gap width d therebetween2It needs to be set according to component
Meter deformation determines cannot be less than d simultaneously1。
Friction-buckling-restrained energy-dissipation after being completed is as described in following embodiments 2.
Embodiment 2
A kind of friction-buckling-restrained energy-dissipation.
A kind of friction-buckling-restrained energy-dissipation, as shown in figure 5, middle part is friction energy-dissipating section L1, both ends are anti-buckling consumption
Energy section L2, the friction-buckling-restrained energy-dissipation include two 100, two groups of inner core, 200, one groups of anti-buckling confining part frictions
Confining part 300；
As shown in Figure 1, inner core 100 is the H profile steel of local segment edge of a wing machining, the non-segment of cutting in 100 both ends of the inner core
One end the edge of a wing on be formed with several oval slot holes, and paste friction material after the end blasting treatment, the blasting treatment end
Part is the friction energy-dissipating section inner core 110 of the inner core 100, and the local segment edge of a wing cutting end part of the inner core 100 is divided into described
The anti-buckling energy-consumption section inner core 120 of inner core 100；
Anti-buckling confining part 200 includes two blocks of U-type groove steel 201,202, four pieces of cushion blocks 203 of two cover plates and several high-strength
Bolt 10,
As shown in Fig. 2, two blocks of U-type groove steel 201 are respectively embedded into the recessed of the anti-buckling energy-consumption section inner core 120 of the inner core 100
In slot 101, four pieces of cushion blocks 203 are respectively embedded into 100 edge of a wing cutting portion of the inner core under the clamping of upper and lower two cover plates 201
In gap, wherein it is described wherein, the thickness of cushion block 203 is slightly larger than the edge of a wing thickness of the inner core 100, the U-lag steel 201
Height be slightly less than the inner core 100 groove 101 height so that between the inner core 100 and anti-buckling confining part 200
There are gaps, meanwhile, the U-type groove steel 201, cover board 202, cushion block 203 corresponding position be formed with for assembling high-strength bolt
Then above-mentioned anti-buckling confining part 200 is located in the anti-buckling consumption of the inner core 100 with high-strength bolt 10 by 10 circular hole
120 surrounding of energy section inner core is simultaneously tightened, at this point, completing the L2 assemblings of anti-buckling energy-consumption section, as shown in Figure 3；
An anti-buckling energy-consumption section L2 is assembled again according to above-mentioned same steps；
Frictional constraint component 300 includes two blocks of friction U-type groove steel, 301, two pieces of friction 302 several high-strength bolts 10 of cover board,
And it pastes and rubs after the friction U-type groove steel 301, friction cover board 302 and equal blasting treatment on the contact surface of the inner core 100
Material, then, as shown in figure 4,110 ends of friction energy-dissipating section inner core of two anti-buckling energy-consumption section L2 are positioned opposite, and two
Do not contact that there are gaps to ensure enough deformation spaces, gap length value d between person1,
Meanwhile oval slot hole is formed on the friction U-type groove steel 301, friction cover board 302, and the ellipse is long
Oval slot hole on number, size and the position in hole and 110 edge of a wing of friction energy-dissipating section inner core of the inner core 100 is one by one
It is corresponding, two blocks of friction U-type groove steel 301 are rubbed at two pieces under about 302 cover board is clamped and are respectively embedded into two anti-buckling consumptions
Two anti-buckling energy-consumption section L2 are connected in the groove 101 of the friction energy-dissipating section inner core 110 of energy section L2, then assemble high-strength bolt
10 and tightening makes two anti-buckling energy-consumption section L2 closely connect, at this point, the assembling of the friction-buckling-restrained energy-dissipation is completed,
As shown in Fig. 5, wherein the middle portion for the friction-buckling-restrained energy-dissipation that the frictional constraint component 300 positions is to rub
Wipe energy consumption section L1；
Meanwhile not contacting that there are gaps to protect between the frictional constraint component 300 and two groups of anti-buckling confining parts 200
Demonstrate,prove enough deformation spaces, gap length value d2, and gap width d2Not less than d1。
Meanwhile sliding yield force design value of the power design value less than anti-buckling energy-consumption section L2 that rise of the friction energy-dissipating section L1 is prevented
Only friction-the buckling-restrained energy-dissipation enters plasticity and consumes energy the stage too early, the wherein length L of friction energy-dissipating section L1f, it is high-strength
The size of bolt 10, number, the trepanning length of pretightning force and oval slot hole need to carry out structure point according to practical build
It analyses obtained power and deformability demand is determined, to realize the friction-buckling-restrained energy-dissipation in wind shake or small shake
It energy-dissipating and shock-absorbing but Plastic Damage can not be generated accumulates this target under effect.
Embodiment 3
A kind of friction-buckling-restrained energy-dissipation.
In anti-buckling energy-consumption section L2, to ensure the inner core 100 when being pressurized because of the lateral expansion energy of poisson effect generation
It accesses and is released effectively, a kind of friction-buckling-restrained energy-dissipation in this example is consistent with embodiment 2, is further described
The height of 203 thickness of cushion block and the U-lag steel 201 makes the gap between the inner core 100 and anti-buckling confining part 200
Value is maintained at 1mm-2mm.
Embodiment 4
A kind of working mechanism of friction-buckling-restrained energy-dissipation of embodiment 2 or 3.
A kind of course of work of friction-buckling-restrained energy-dissipation of embodiment 2 or 3 can specifically be divided into three phases：
First stage：It is less than friction energy-dissipating section L1 when acting on the xial feed on the friction-buckling-restrained energy-dissipation
When playing sliding power, the friction-buckling-restrained energy-dissipation does not consume energy at this time, in the structure mainly as a kind of common anti-side
Support work.
Second stage：It is less than anti-buckling more than the playing sliding power of friction energy-dissipating section L1 when acting on the xial feed in structure
When the yield force of the section that consumes energy L2, the friction-buckling-restrained energy-dissipation friction energy-dissipating section L2 starts to work.
At this point, under extraneous reciprocating load, the H profile steel inner core 100 and frictional constraint component 300 of friction energy-dissipating section L1
It is produced relative sliding between (including friction U-shaped steel 301 and friction cover board 302) and causes mutually rubbing for friction material between the two
It wipes, to reach the purpose for the extraneous input energy that dissipates.
Phase III：It is described to rub when acting on yield force of the xial feed in structure more than anti-buckling energy-consumption section L2
The friction energy-dissipating section L1 and anti-buckling energy-consumption section L2 of wiping-buckling-restrained energy-dissipation are worked at the same time.
At this point, anti-buckling energy-consumption section L2 is due to anti-buckling confining part 200 (including U-type groove steel 201, cover board 202 and cushion block
203) presence, H profile steel inner core 100 can realize surrender without buckling, to by the elastic-plastic deformation of H profile steel inner core 100
Hysteretic energy is carried out, since friction energy-dissipating section L1 and anti-buckling energy-consumption section L2 are worked at the same time at this time, so the structure in this case
Part energy dissipation capacity is most strong.
Even if in addition, due to anti-buckling energy-consumption section L2 can still be provided after the surrender of H profile steel inner core 100 it is certain lateral
Rigidity, so compared with common friction damped braced, the novel friction-buckling-restrained energy-dissipation proposed by the present invention
Help to improve integrally-built safety and safety stock.
The preferred embodiment of the present invention has been described above in detail, still, during present invention is not limited to the embodiments described above
Detail can carry out a variety of equivalents to technical scheme of the present invention within the scope of the technical concept of the present invention, this
A little equivalents all belong to the scope of protection of the present invention.
It is further to note that specific technical features described in the above specific embodiments, in not lance
In the case of shield, it can be combined by any suitable means.In order to avoid unnecessary repetition, the present invention to it is various can
The combination of energy no longer separately illustrates.
Claims (3)
1. a kind of friction-buckling-restrained energy-dissipation, it is characterised in that be friction consumption in the middle part of the friction-buckling-restrained energy-dissipation
Energy section L1, both ends are anti-buckling energy-consumption section L2, and the friction-buckling-restrained energy-dissipation is prevented including two inner cores (100), two groups
Buckling-restrained component (200), one group of frictional constraint component (300)；
Inner core (100) is the H profile steel of local segment edge of a wing machining, the wing of one end of the non-segment of cutting in inner core (100) both ends
It is formed with several oval slot holes on edge, and friction material is pasted after the end blasting treatment, which is divided into described
The local segment edge of a wing cutting end part of the friction energy-dissipating section inner core (110) of inner core (100), the inner core (100) is divided into the inner core
(100) anti-buckling energy-consumption section inner core (120)；
Anti-buckling confining part (200) includes two pieces of U-type groove steel (201), two cover plates (202), four pieces of cushion blocks (203) and several
High-strength bolt (10),
Two pieces of U-type groove steel (201) are respectively embedded into the groove (101) of the anti-buckling energy-consumption section inner core (120) of the inner core (100)
Interior, four pieces of cushion blocks (203) are respectively embedded into the inner core (100) edge of a wing cutting portion under the clamping of upper and lower two cover plates (202)
In gap, wherein the thickness of the cushion block (203) is slightly larger than the edge of a wing thickness of the inner core (100), the U-type groove steel (201)
Height be slightly less than the inner core (100) groove (101) height so that the inner core (100) and anti-buckling confining part
(200) there are gaps between, meanwhile, the U-type groove steel (201), cover board (202), cushion block (203) corresponding position be formed with use
In the circular hole of assembly high-strength bolt (10), above-mentioned anti-buckling confining part (200) is located in by high-strength bolt (10) in described
Anti-buckling energy-consumption section inner core (120) surrounding of core (100), at this point, completing the L2 assemblings of anti-buckling energy-consumption section；
An anti-buckling energy-consumption section L2 is assembled again according to above-mentioned same steps；
Frictional constraint component (300) includes two pieces of friction U-type groove steel (301), two pieces of friction cover board (302) several high-strength bolts
(10), and the friction U-type groove steel (301), friction cover board (302) on the contact surface of the inner core (100) at sandblasting
Friction material is pasted after reason,
Friction energy-dissipating section inner core (110) end of two anti-buckling energy-consumption section L2 is positioned opposite, and do not contact therebetween there are
Gap is to ensure enough deformation spaces, gap length value d1,
Meanwhile oval slot hole is formed on the friction U-type groove steel (301), friction cover board (302), and the ellipse is long
Number, size and the position in hole and the oval slot hole on friction energy-dissipating section inner core (110) edge of a wing of the inner core (100)
It corresponds,
Two pieces of friction U-type groove steel (301) are rubbed at two pieces be respectively embedded under cover board (302) is clamped up and down two it is anti-buckling
Two anti-buckling energy-consumption section L2 are connected in the groove (101) of the friction energy-dissipating section inner core (110) of the section that consumes energy L2, and pass through high-strength spiral shell
Bolt (10) makes two anti-buckling energy-consumption section L2 closely connect to get the friction-buckling-restrained energy-dissipation,
Wherein, the middle portion of the friction-buckling-restrained energy-dissipation of frictional constraint component (300) positioning is that friction consumes
It can section L1；Also, do not contact that there are gaps between the frictional constraint component (300) and two groups of anti-buckling confining parts (200)
To ensure enough deformation spaces, gap length value d2, and gap width d2Not less than d1；
Meanwhile the yield force design value for playing sliding power design value and being less than anti-buckling energy-consumption section L2 of the friction energy-dissipating section L1.
2. a kind of friction-buckling-restrained energy-dissipation according to claim 1, it is characterised in that the inner core (100) and anti-
Gap width between buckling-restrained component (200) is 1mm-2mm.
3. a kind of friction-buckling-restrained energy-dissipation according to claim 1 or 2, it is characterised in that as the inner core
(100) the non-segment of cutting cross section of H profile steel is not less than twice of segment of cutting cross-sectional area.
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322417A (en) * | 2018-01-24 | 2019-02-12 | 烟台大学 | A kind of friction-buckling-restrained energy-dissipation |
| CN114016791A (en) * | 2021-07-28 | 2022-02-08 | 北京市建筑设计研究院有限公司 | Metal friction double-yield-point composite energy dissipation support |
| CN114775825A (en) * | 2022-05-20 | 2022-07-22 | 烟台大学 | Connecting rod type deformation amplification buckling-restrained brace |
-
2018
- 2018-01-24 CN CN201820120620.2U patent/CN208056368U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322417A (en) * | 2018-01-24 | 2019-02-12 | 烟台大学 | A kind of friction-buckling-restrained energy-dissipation |
| CN109322417B (en) * | 2018-01-24 | 2023-10-27 | 烟台大学 | Friction-buckling-restrained energy-dissipation brace |
| CN114016791A (en) * | 2021-07-28 | 2022-02-08 | 北京市建筑设计研究院有限公司 | Metal friction double-yield-point composite energy dissipation support |
| CN114775825A (en) * | 2022-05-20 | 2022-07-22 | 烟台大学 | Connecting rod type deformation amplification buckling-restrained brace |
| CN114775825B (en) * | 2022-05-20 | 2023-11-21 | 烟台大学 | Connecting rod type deformation amplification buckling restrained brace |
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