CN206971868U - A kind of half waveform buckling restrained brace structure - Google Patents
A kind of half waveform buckling restrained brace structure Download PDFInfo
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- CN206971868U CN206971868U CN201720798137.5U CN201720798137U CN206971868U CN 206971868 U CN206971868 U CN 206971868U CN 201720798137 U CN201720798137 U CN 201720798137U CN 206971868 U CN206971868 U CN 206971868U
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- dissipative member
- restrained brace
- buckling restrained
- confining
- half waveform
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Abstract
The utility model discloses a kind of half waveform buckling restrained brace structure, dissipative member is wavy shaped configuration sheet material, confining part is the sheet material of rectangular configuration, two confining parts are separately positioned on above and below dissipative member, positioned at the marginal position of dissipative member and confining part at least provided with four anchorage elements.Compared with prior art, a kind of half waveform buckling restrained brace structure of the present utility model, dissipative member and confining part are assembled using high-strength bolt, it is easy to disassemble, the damage situations of interior core unit can be checked after earthquake, changed according to extent of damage alternative, it is convenient and swift, economize on resources, compared with common buckling restrained brace, interior core unit can avoid the big flexible and stress raisers of core using half waveform construction, improve the tension and compression deformation ability repeatedly of core, have good ductility.
Description
Technical field
It the utility model is related to a kind of buckling restrained brace for being used to reduce engineering structure seismic response, particularly one kind half
Waveform buckling restrained brace structure, belongs to field of civil engineering.
Background technology
Before the 1990s, traditional structural seismic method is by agent structure local yielding dissipation seismic energy
Amount, such as beam hinge, this energy dissipation mode causes main structure body to destroy, seriously add repair after shake difficulty and into
This, repairs after being unfavorable for the shake of structure；From after Japanese Osaka-Kobe earthquake and the ridge earthquake of U.S. north, buckling restrained brace is as a kind of property
The superior energy-dissipating and shock-absorbing component of energy, in Japan, U.S. etc., the developed countries of more shakes have obtained quick popularization and application, in China
Research is also at developing stage.Buckling restrained brace becomes in core component outer wrapping constraint component to limit the bending of core component
Shape, dissipation seismic energy is surrendered by core component tension and compression, equivalent to common central supported under small shake effect, carried to structure
For enough lateral rigidities, under the effect of medium and larger earthquake equivalent to metal damper dissipation energy, so both improve
The ductility of structure has given full play to the power consumption effect of support again, the agent structure will not be destroyed or is destroyed under geological process
It is smaller, it is a kind of ideal energy dissipation mode.
At present, the inner core member section in buckling restrained brace mainly with in-line, cross and it is I-shaped based on, this kind
The buckling restrained brace of structural form has preferable Hysteresis Behavior in resistance to compression, but has that ductility is poor, tensile property is insufficient
The problem of, hysteretic energy hydraulic performance decline is very fast under geological process so that buckling restrained brace works under the conditions of multiple aftershock
Hydraulic performance decline amplitude is larger.
Utility model content
The utility model technical issues that need to address are to be directed to above-mentioned the deficiencies in the prior art, and provide a kind of making side
Just, half high waveform buckling restrained brace structure of reliability.
In order to solve the above technical problems, the technical solution adopted in the utility model is：
A kind of half waveform buckling restrained brace structure, including dissipative member, two confining parts and anchorage element, the consumption
Energy component is wavy shaped configuration sheet material, and the confining part is the sheet material of rectangular configuration, and two confining parts are separately positioned on consumption
Above and below energy component, positioned at dissipative member and the marginal position of confining part, at least provided with four anchorage elements, anchor
Gu component runs through two confining parts and dissipative member.
As further preferred scheme, the wavy shaped configuration of the dissipative member is set upward.
As further preferred scheme, the both ends of the dissipative member are additionally provided with stiffener.
As further preferred scheme, the thickness of the dissipative member is 8mm, and the thickness of the confining part is
12mm。
As further preferred scheme, a strata chlorine tetrafluoroethene layer, its thickness are laid in the surface of the confining part
For 1mm.
As further preferred scheme, the crest of the wave structure of the dissipative member and the spacing of top confining part
For 2mm, the spacing of dissipative member and lower section confining part is 2mm.
Beneficial effect
Compared with prior art, a kind of half waveform buckling restrained brace structure of the present utility model, dissipative member and constraint
Component is assembled using high-strength bolt, is easy to disassemble, and the damage situations of interior core unit can be checked after earthquake, according to impaired journey
Degree alternative is changed, convenient and swift, is economized on resources, compared with common buckling restrained brace, interior core unit uses half-wave
Shape construction can avoid the big flexible and stress raisers of core, improve the tension and compression deformation ability repeatedly of core, have good
Good ductility.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the top view of confining part；
Wherein, 1- dissipative members, 2- confining parts, 3- anchorage elements, 4- stiffeners.
Embodiment
Describe optimal technical scheme of the present utility model in detail below in conjunction with the accompanying drawings.
As shown in figure 1, a kind of half waveform buckling restrained brace structure of the present utility model, including dissipative member 1, two is about
Beam component 2 and anchorage element 3, the dissipative member 1 are wavy shaped configuration sheet material, and the confining part 2 is the plate of rectangular configuration
Material, two confining parts 2 are separately positioned on above and below dissipative member 1, positioned at the side of dissipative member 1 and confining part 2
Edge position, at least provided with four anchorage elements 3, anchorage element 3 runs through two confining parts 2 and dissipative member 1, by the structure that consumes energy
Part and confining part carry out anchoring assembling, and need to such as improve stability can also set connecting portion, connection dissipative member 1 with below
Confining part 2.
The wavy shaped configuration of the dissipative member 1 is set upward, has interplanar between each wavy shaped configuration
Compartment.
The both ends of the dissipative member 1 are additionally provided with stiffener 4, improve the intensity of dissipative member junction.
The thickness of the dissipative member 1 is 8mm, and the thickness of the confining part 2 is 12mm.
A strata chlorine tetrafluoroethene layer is laid on the surface of the confining part 2, and its thickness is 1mm, reduces inner core member
（Dissipative member 1）Friction between confining part.
The crest of the wave structure of the dissipative member 1 is 2mm with the spacing of top confining part 2, and dissipative member 1 is put down
Face spacer and the spacing of lower section confining part 2 are 2mm.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Within the spirit and principle of utility model, any modification, equivalent substitution and improvements made etc., or directly or indirectly it is used in it
His correlative technology field, should be included within the scope of protection of the utility model.
Claims (6)
- A kind of 1. half waveform buckling restrained brace structure, it is characterised in that：Including dissipative member（1）, two confining parts（2）With Anchorage element（3）, the dissipative member（1）For wavy shaped configuration sheet material, the confining part（2）For the sheet material of rectangular configuration, Two confining parts（2）It is separately positioned on dissipative member（1）Above and below, positioned at dissipative member（1）And confining part（2） Marginal position, at least provided with four anchorage elements（3）, anchorage element（3）Through two confining parts（2）And dissipative member （1）.
- A kind of 2. half waveform buckling restrained brace structure according to claim 1, it is characterised in that：The dissipative member （1）Wavy shaped configuration set upward.
- A kind of 3. half waveform buckling restrained brace structure according to claim 1, it is characterised in that：The dissipative member （1）Both ends be additionally provided with stiffener（4）.
- A kind of 4. half waveform buckling restrained brace structure according to claim 1, it is characterised in that：The dissipative member （1）Thickness be 8mm, the confining part（2）Thickness be 12mm.
- A kind of 5. half waveform buckling restrained brace structure according to claim 1, it is characterised in that：The confining part （2）Surface lay a strata chlorine tetrafluoroethene layer, its thickness is 1mm.
- A kind of 6. half waveform buckling restrained brace structure according to claim 1, it is characterised in that：The dissipative member （1）Wave structure crest and top confining part（2）Spacing be 2mm, dissipative member（1）With lower section confining part（2） Spacing be 2mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720798137.5U CN206971868U (en) | 2017-07-04 | 2017-07-04 | A kind of half waveform buckling restrained brace structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720798137.5U CN206971868U (en) | 2017-07-04 | 2017-07-04 | A kind of half waveform buckling restrained brace structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206971868U true CN206971868U (en) | 2018-02-06 |
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ID=61406850
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720798137.5U Active CN206971868U (en) | 2017-07-04 | 2017-07-04 | A kind of half waveform buckling restrained brace structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206971868U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372144A (en) * | 2018-12-03 | 2019-02-22 | 北京工业大学 | Combined type buckling restrained brace with more surrender sections and more waves core cells |
| CN109900563A (en) * | 2019-01-28 | 2019-06-18 | 绍兴文理学院 | Oversize anchor structure face shearing test method |
-
2017
- 2017-07-04 CN CN201720798137.5U patent/CN206971868U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372144A (en) * | 2018-12-03 | 2019-02-22 | 北京工业大学 | Combined type buckling restrained brace with more surrender sections and more waves core cells |
| CN109900563A (en) * | 2019-01-28 | 2019-06-18 | 绍兴文理学院 | Oversize anchor structure face shearing test method |
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