CN106049954B - A kind of casing constraining anti-buckling support with duplex pyramid type energy consumption unit - Google Patents
A kind of casing constraining anti-buckling support with duplex pyramid type energy consumption unit Download PDFInfo
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- CN106049954B CN106049954B CN201610383458.9A CN201610383458A CN106049954B CN 106049954 B CN106049954 B CN 106049954B CN 201610383458 A CN201610383458 A CN 201610383458A CN 106049954 B CN106049954 B CN 106049954B
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- energy consumption
- pyramid
- section
- consumption unit
- casing
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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
Abstract
The invention discloses a kind of casing constraining anti-buckling supports with duplex pyramid type energy consumption unit, it is characterized by: being made of end restraint section, energy consumption section and casing three parts, both ends connect that shape is integral with beam, column component or node by bolt, to achieve the purpose that the anti-side rigidity of increase component.Using the casing constraining anti-buckling support with duplex pyramid type energy consumption unit, 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 duplex pyramid type 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 duplex pyramid type energy consumption unit
Pipe constraining anti-buckling support, suitable for steel construction or concrete structure with buckling restrained brace.
Background technique
In steel construction or reinforced concrete structure use process, common support compression can generate buckling phenomenon, work as branch
After supportting compressive buckling, rigidity and bearing capacity are drastically reduced.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
Can difference problem, casing is set outside support, constrains the compressive buckling of support, constitute buckling restrained brace only core plate and other
Component connection, suffered load are 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
It, can be on the other hand with the energy dissipation capacity of metal damper to avoid the defect of common support tension and compression bearing capacity significant difference
" fuse " is served as in the structure, so that main 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.
Summary of the invention
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 duplex pyramid type 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 are as follows:
A kind of casing constraining anti-buckling support with duplex pyramid type 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 covers in the energy consumption section, feature
Be: energy consumption section is by least one positive pyramid energy consumption unit and a reversed pyramid energy consumption unit along support
Axis direction alternately forms；The positive pyramid energy consumption unit and reversed pyramid energy consumption unit is by n phase
Same pyramid subelement is circumferentially arranged successively the space body to form that a section is regular polygon；The pyramid
The number n of subelement be even number more than or equal to 6 and be m multiple；The number of edges m of the regular polygon is whole more than or equal to 4
Number；The pyramid subelement is by isosceles triangle board group four identical pieces of at four isosceles triangle plates are conllinear two-by-two
And intersect at a vertex, face composed by the vertex and isosceles triangle board bottom side not in a plane, so four pieces of isosceles
Triangular plate forms a Pyramid；The top of all pyramid subelements in the positive pyramid energy consumption unit
Point is in the outside of regular polygon；The vertex of all pyramid subelements is just more in the reversed pyramid energy consumption unit
The inside of side shape.
The end restraint section is made of the connecting plate that the components such as regular polygon steel plate, the short girder steel of T-type and beam column are reserved,
Regular polygon steel plate is welded on energy consumption section end, and two short girder steels of T-type and regular polygon steel plate are welded to connect, 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.
The utility model has the advantages that
The present invention it is a kind of with duplex pyramid type 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 with duplex pyramid type energy consumption unit, 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 intersecting lens of the pyramid energy consumption unit two-by-two between triangular plate forms pre-set folding line, described
Folding line indicate the intersecting lens of two neighboring triangular plate, make to be supported under geological process, can be sent out at pre-set folding line
Raw biggish strain achievees the purpose that dissipation seismic energy to form yield line.The present invention can be in factory process, to now
Field only needs the built-in fitting for using the components such as bolt and beam column to connect, and not only ensure that component quality, but also reduces the wet construction at scene
Workload, energy conservation and environmental protection.Casing constraining anti-buckling support with duplex pyramid type energy consumption unit was both anti-with general restriction
The flexible arrangement of buckling support, can more effectively dissipate seismic energy the advantages that, and can solve and be connected with buckling restrained brace
The problems such as component or larger joints for connecing, has good Popularizing of A.
Detailed description of the invention
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 positive pyramid energy consumption cell schematics；
Fig. 9 is reversed pyramid energy consumption cell schematics；
Figure 10 is pyramid subelement space schematic diagram.
Specific embodiment
The present invention will be further explained with reference to the accompanying drawing.
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 energy consumption 2 end of 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 5 of T-type is respectively as shown in Fig. 5,6.Connecting plate 6 is clipped among the short girder steel 5 of two T-types, and connecting plate 6 and the short girder steel 5 of T-type are used
High-strength bolt connection, wherein connecting plate 6 is as shown in Figure 7.
According to Fig.3, energy consumption section 2 is by 18 positive reversed pyramid energy consumptions of pyramid energy consumption unit 7 and 18
Unit 8 is alternately formed along the axis direction of support.Positive pyramid energy consumption unit 7 and reversed pyramid energy consumption unit 8
It is circumferentially to be arranged successively the space body for forming a section and being square 10 by 12 identical pyramid subelements 9,
Each face of space body is made of 3 pyramid subelements 9.As shown in Figure 10, pyramid subelement 9 is by four identical pieces of
Isosceles triangle board group is at four isosceles triangle plates are conllinear two-by-two and intersect at a vertex 11, the vertex 11 and isoceles triangle
Face composed by shape board bottom side not in a plane, so four pieces of isosceles triangle board groups are at a Pyramid.Such as figure
8, shown in Fig. 9, the vertex 11 of all pyramid subelements 9 is in the outer of regular polygon 10 in positive pyramid energy consumption unit 7
Side, the vertex 11 of all pyramid subelements 9 is in the inside of regular polygon 10 in reversed pyramid energy consumption unit 8.
As shown in figure 4, casing 3 is made of the hollow steel pipe 12 of circular cross-section.Covering one layer of soap-free emulsion polymeization on the inside of casing 3 can be swollen
Swollen material fills mortar on the outside of soap-free emulsion polymeization expandable material and energy consumption section 2.
Claims (2)
1. a kind of casing constraining anti-buckling support with duplex pyramid type energy consumption unit, by end restraint section (1), energy consumption section
(2) and casing (3) composition, the end restraint section (1) are located at the both ends of energy consumption section (2), and described sleeve pipe (3) is covered described
It consumes energy on section (2), it is characterised in that: energy consumption section (2) is by least one positive pyramid energy consumption unit (7) and a reversed gold
Word tower energy consumption unit (8) is alternately formed along the axis direction of support；Described positive pyramid energy consumption unit (7) and instead
It is circumferentially to be arranged successively to form one section by n identical pyramid subelements (9) to pyramid energy consumption unit (8)
Face is the space body of regular polygon (10)；The number n of the pyramid subelement (9) is the even number more than or equal to 6 and is m
Multiple；The number of edges m of the regular polygon (10) is the integer more than or equal to 4；The pyramid subelement (9) is by four pieces
Identical isosceles triangle board group is at four isosceles triangle plates are conllinear two-by-two and intersect at a vertex (11), the vertex (11)
Not in a plane with face composed by isosceles triangle board bottom side；Institute in positive pyramid energy consumption unit (7)
There is the vertex (11) of pyramid subelement (9) in the outside of regular polygon (10)；The reversed pyramid energy consumption unit
(8) inside of the vertex (11) of all pyramid subelements (9) in regular polygon (10) in；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) are welded on energy consumption section (2) end
Portion, two short girder steels of T-type (5) and regular polygon steel plate (4) are welded to connect, and connecting plate (6) is clipped in two short girder steels of T-type (5)
Between, connecting plate (6) is connect with the short girder steel of T-type (5) with high-strength bolt, and the number of edges of the regular polygon steel plate (4) is also m.
2. the casing constraining anti-buckling support according to claim 1 with duplex pyramid type energy consumption unit, feature
Be: described sleeve pipe (3) is made of the hollow steel pipe (12) of equilateral polygon section；One layer of nothing of covering is viscous on the inside of described sleeve pipe (3)
Expandable material is tied, fills mortar on the outside of soap-free emulsion polymeization expandable material and energy consumption section (2).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610383458.9A CN106049954B (en) | 2016-06-01 | 2016-06-01 | A kind of casing constraining anti-buckling support with duplex pyramid type energy consumption unit |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610383458.9A CN106049954B (en) | 2016-06-01 | 2016-06-01 | A kind of casing constraining anti-buckling support with duplex pyramid type energy consumption unit |
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| Publication Number | Publication Date |
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| CN106049954A CN106049954A (en) | 2016-10-26 |
| CN106049954B true CN106049954B (en) | 2019-01-08 |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN203755481U (en) * | 2013-09-11 | 2014-08-06 | 南京工业大学 | Bending, restraining and supporting device |
| 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 CN201610383458.9A patent/CN106049954B/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 |
| 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 |
| CN203755481U (en) * | 2013-09-11 | 2014-08-06 | 南京工业大学 | Bending, restraining and supporting device |
| 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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| Publication number | Publication date |
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| CN106049954A (en) | 2016-10-26 |
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