CN106049699B - A kind of casing constraining anti-buckling support with staggeredly pyramid energy consumption unit - Google Patents
A kind of casing constraining anti-buckling support with staggeredly pyramid energy consumption unit Download PDFInfo
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- CN106049699B CN106049699B CN201610383230.XA CN201610383230A CN106049699B CN 106049699 B CN106049699 B CN 106049699B CN 201610383230 A CN201610383230 A CN 201610383230A CN 106049699 B CN106049699 B CN 106049699B
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- energy consumption
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- pyramid
- casing
- buckling
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of casing constraining anti-buckling supports with staggeredly pyramid energy consumption unit, it is characterised in that：It is made of end restraint section, energy consumption section and casing three parts, both ends connect that shape is integral by bolt with beam, column component or node, to achieve the purpose that the anti-side rigidity of increase component.Using the casing constraining anti-buckling support for the unit that consumes energy with staggeredly pyramid, under small shake effect, this buckling restrained brace keeps elasticity, in middle shake or big shake effect, energy consumption section enters yielding stage, and good hysteretic energy performance can play the effect of damper again.Casing constraining anti-buckling with staggeredly pyramid energy consumption unit supports the molding that can be prefabricated in the factory, and ensure that component quality, reduces Contraction in Site workload, energy conservation and environmental protection.
Description
Technical field
The invention belongs to building structure technology fields, more particularly to a kind of set with staggeredly pyramid energy consumption unit
Pipe constraining anti-buckling supports, and is suitable for steel construction or concrete structure with buckling restrained brace.
Background technology
During steel construction or reinforced concrete structure use, common support compression will produce buckling phenomenon, work as branch
After supportting compressive buckling, rigidity and bearing capacity drastically reduce.Under earthquake or wind action, the internal force of support is being pressurized and tension two
Back and forth change under kind state.When support gradually fades to tension state by the state of buckling, the internal force and rigidity of support are close to
Zero.Thus common support Hysteresis Behavior under course under cyclic loading is poor.To solve common support compressive buckling and hysteresis
The problem of energy difference, is arranged casing outside support, constrains the compressive buckling of support, constitutes buckling restrained brace only core plate and other
Component connects, and suffered load is all undertaken by core plate, and outer sleeve and packing material only constrain core plate compressive buckling, and core plate is made to exist
Tension and by pressure can enter surrender, thus, the Hysteresis Behavior of buckling restrained brace is excellent.Buckling restrained brace on the one hand can
To avoid the defect of common support tension and compression bearing capacity significant difference, the on the other hand energy dissipation capacity with metal damper can be with
It serves as in the structure " fuse " so that agent structure is substantially in elastic range.Therefore, the application of buckling restrained brace,
Anti-seismic performance of traditional braced frame under middle shake and big shake can be improved comprehensively.
Invention content
Goal of the invention：Since existing constraining anti-buckling is supported under course under cyclic loading, it is connected with buckling restrained brace
Component or joints it is larger；Of the existing technology in order to overcome the problems, such as, the present invention will introduce symmetrical initial imperfection to biography
On the common support of system, a kind of casing constraining anti-buckling support with staggeredly pyramid energy consumption unit is formed, is engineering knot
Preferential selection when constraining anti-buckling support is selected in structure.
Technical solution：To achieve the above object, the technical solution adopted by the present invention is：
A kind of casing constraining anti-buckling support with staggeredly pyramid energy consumption unit, by end restraint section, energy consumption section
It is formed with casing, the end restraint section is located at the both ends of the energy consumption section, and described sleeve pipe is sleeved in the energy consumption section, feature
It is：Energy consumption section is made of at least one pyramid energy consumption unit along the axis direction of support；The pyramid consumption
Energy unit is circumferentially to be arranged in order to form the space that a section is regular polygon by n identical pyramid subelements
Each face of body, space body is made of r pyramid subelement, and wherein r is the odd number more than or equal to 3；The regular polygon
Number of edges m be integer more than or equal to 4；The pyramid subelement is by isosceles triangle board group four identical pieces of at four
A isosceles triangle plate is conllinear two-by-two and intersects at a vertex, and the face which is formed with isosceles triangle board bottom side is not one
In a plane；The vertex of all pyramid subelements in the pyramid energy consumption unit on each face is in isoceles triangle
The outside and inside in the face that shape board bottom side is formed are alternately arranged.
The connecting plate that the end restraint section is reserved by components such as regular polygon steel plate, the short girder steel of T-type and beam columns forms,
Regular polygon steel plate is welded on energy consumption section end, and two short girder steels of T-type are welded to connect with regular polygon steel plate, and connecting plate is clipped in two
Among the short girder steel of root T-type, connecting plate is connect with the short girder steel of T-type with high-strength bolt, and the number of edges of the regular polygon steel plate is also
m。
Described sleeve pipe is made of the hollow steel pipe of equilateral polygon section.It is inflatable that one layer of soap-free emulsion polymeization is covered on the inside of described sleeve pipe
Material fills mortar on the outside of soap-free emulsion polymeization expandable material and energy consumption section.
Advantageous effect：
The present invention it is a kind of have staggeredly pyramid energy consumption unit casing constraining anti-buckling support, by end restraint section,
The section that consumes energy and casing are constituted.Using the casing constraining anti-buckling support for the unit that consumes energy with staggeredly pyramid, not due to tension and compression
Coefficient of balance is smaller, is conducive to protect components or the bean column nodes such as beam column under geological process.The section that consumes energy is by multiple pyramids
Consume energy unit composition, and pyramid consumes energy unit by pre-set folding line, and folding line is the intersection of two neighboring triangular plate
Line makes to be supported under geological process, at pre-set folding line, larger strain can occur to form yield line, reach
To the purpose of dissipation seismic energy.The present invention can only need to use the pre- of the components such as bolt and beam column to scene in factory process
Embedded part connects, and not only ensure that component quality, but also reduces the wet construction workload at scene, energy conservation and environmental protection.With staggeredly pyramid
The casing constraining anti-buckling support of type energy consumption unit had both had the flexible arrangement of the anti-buckling support of general restriction, can more effectively consume
The advantages that dissipating seismic energy, and the problems such as the component being connected with buckling restrained brace or larger joints can be solved, tool
There is good Popularizing of A.
Description of the drawings
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is end restraint section schematic diagram；
Fig. 3 is energy consumption section schematic diagram；
Fig. 4 is casing schematic diagram；
Fig. 5 is square plate schematic diagram；
Fig. 6 is the short girder steel schematic diagram of T-type；
Fig. 7 is connecting plate schematic diagram；
Fig. 8 is pyramid energy consumption cell schematics；
Fig. 9 is pyramid subelement schematic diagram.
Specific implementation mode
The present invention is further described below in conjunction with the accompanying drawings.
Fig. 1 is the structural diagram of the present invention, is made of end restraint section 1, energy consumption section 2 and casing 3.End restraint section 1
It is fixed between bean column node and energy consumption section 2.
As shown in Fig. 2, the connecting plate 6 that end restraint section 1 is reserved by components such as square plate 4, the short girder steel 5 of T-type and beam columns
Composition, square plate 4 are welded on 2 end of energy consumption section, and the short girder steel 5 of two T-types is welded to connect with square plate 4,4 He of square plate
The short girder steel of T-type 5 is shown in Fig. 5, shown in 6 respectively.Connecting plate 6 is clipped among the short girder steel of two T-types 5, and connecting plate 6 is used with the short girder steel 5 of T-type
High-strength bolt connection, wherein connecting plate 6 are as shown in Figure 7.
According to Fig.3, energy consumption section 2 is made of 36 pyramids energy consumption units along the axis direction of support.Golden word
Tower energy consumption unit is circumferentially arranged in order by 12 identical pyramid subelements 8 to be formed a section and is square 9
Each face of space body, space body is made of 3 pyramid subelements 8.As shown in figure 9, pyramid subelement 8 is by four pieces
Identical isosceles triangle board group is conllinear two-by-two at, four isosceles triangle plates and intersects at a vertex 10, the vertex 10 with etc.
The face that lumbar triangle shape board bottom side is formed not in a plane, so four pieces of isosceles triangle board groups are at a pyramid
Shape.As shown in figure 8, the vertex 10 of all pyramid subelements 8 in the pyramid energy consumption unit 7 on each face exists
The outside and inside in the face that isosceles triangle board bottom side is formed are alternately arranged
As shown in figure 4, casing 3 is made of the hollow steel pipe of circular cross-section.It is inflatable that 3 inside of casing covers one layer of soap-free emulsion polymeization
Material fills mortar in soap-free emulsion polymeization expandable material and 2 outside of energy consumption section.
Claims (2)
1. a kind of casing constraining anti-buckling support with staggeredly pyramid energy consumption unit, by end restraint section（1）, energy consumption section
（2）And casing（3）Composition, the end restraint section（1）Positioned at the energy consumption section（2）Both ends, described sleeve pipe（3）It is sleeved on described
Consume energy section（2）On, it is characterised in that：Consume energy section（2）By at least one pyramid energy consumption unit (7）Along the axis side of support
To composition；The pyramid energy consumption unit is by n identical pyramid subelements（8）Circumferentially it is arranged in order to be formed
One section is regular polygon（9）Space body, each face of space body is by r pyramid subelement（8）Composition, wherein r
For the odd number more than or equal to 3；The regular polygon（9）Number of edges m be integer more than or equal to 4；Pyramid is single
Member（8）By isosceles triangle board group four identical pieces of at four isosceles triangle plates are conllinear two-by-two and intersect at a vertex（10）,
The vertex（10）The face formed with isosceles triangle board bottom side is not in a plane；The pyramid energy consumption unit
（7）In all pyramid subelements on each face（8）Vertex（10）In the face that isosceles triangle board bottom side is formed
Outside and inside are alternately arranged；The end restraint section（1）By regular polygon steel plate（4）, the short girder steel of T-type（5）And connecting plate（6）
Composition, regular polygon steel plate（4）It is welded on energy consumption section（2）End, two short girder steels of T-type（5）With regular polygon steel plate（4）Welding
Connection, connecting plate（6）It is clipped in two short girder steels of T-type（5）Centre, connecting plate（6）With the short girder steel of T-type（5）It is connected with high-strength bolt,
The regular polygon steel plate（4）Number of edges also be m.
2. the casing constraining anti-buckling support with staggeredly pyramid energy consumption unit according to claim 1, feature
It is：Described sleeve pipe（3）It is made of the hollow steel pipe of equilateral polygon section；Described sleeve pipe（3）Inside covers one layer of soap-free emulsion polymeization can
Expanding material, in soap-free emulsion polymeization expandable material and energy consumption section（2）Fill mortar in outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610383230.XA CN106049699B (en) | 2016-06-01 | 2016-06-01 | A kind of casing constraining anti-buckling support with staggeredly pyramid energy consumption unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610383230.XA CN106049699B (en) | 2016-06-01 | 2016-06-01 | A kind of casing constraining anti-buckling support with staggeredly pyramid energy consumption unit |
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| Publication Number | Publication Date |
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| CN106049699A CN106049699A (en) | 2016-10-26 |
| CN106049699B true CN106049699B (en) | 2018-08-21 |
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| CN201610383230.XA Active CN106049699B (en) | 2016-06-01 | 2016-06-01 | A kind of casing constraining anti-buckling support with staggeredly pyramid energy consumption unit |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108060815B (en) * | 2017-06-08 | 2019-08-16 | 大连大学 | Shock-absorbing supporting device |
| CN109722982B (en) * | 2018-12-05 | 2024-03-19 | 浙江交通职业技术学院 | Steel-epoxy mortar combined buckling-restrained energy-dissipating support capable of being manufactured rapidly and safely and manufacturing process thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587533A (en) * | 2012-03-22 | 2012-07-18 | 北京工业大学 | Buckling restrained brace with parallel mild steel plate energy dissipation devices at two ends and method for manufacturing buckling restrained brace |
| CN102605873A (en) * | 2012-03-22 | 2012-07-25 | 北京工业大学 | Buckling restrained brace with energy dissipation device sandwiched with lead layer and provided with steel plates at two ends and method for manufacturing buckling restrained brace |
| JP2013044132A (en) * | 2011-08-23 | 2013-03-04 | Panahome Corp | Buckling restraining brace |
| CN105507444A (en) * | 2016-01-15 | 2016-04-20 | 东南大学 | Inner sleeve constraint folding steel plate energy dissipation support |
| CN105507445A (en) * | 2016-01-15 | 2016-04-20 | 东南大学 | Outer casing pipe constraint folding steel plate energy consumption support |
-
2016
- 2016-06-01 CN CN201610383230.XA patent/CN106049699B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013044132A (en) * | 2011-08-23 | 2013-03-04 | Panahome Corp | Buckling restraining brace |
| CN102587533A (en) * | 2012-03-22 | 2012-07-18 | 北京工业大学 | Buckling restrained brace with parallel mild steel plate energy dissipation devices at two ends and method for manufacturing buckling restrained brace |
| CN102605873A (en) * | 2012-03-22 | 2012-07-25 | 北京工业大学 | Buckling restrained brace with energy dissipation device sandwiched with lead layer and provided with steel plates at two ends and method for manufacturing buckling restrained brace |
| CN105507444A (en) * | 2016-01-15 | 2016-04-20 | 东南大学 | Inner sleeve constraint folding steel plate energy dissipation support |
| CN105507445A (en) * | 2016-01-15 | 2016-04-20 | 东南大学 | Outer casing pipe constraint folding steel plate energy consumption support |
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| CN106049699A (en) | 2016-10-26 |
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