CN106760838A - A kind of end has the flexing induction support for lengthening pineapple type induction unit - Google Patents
A kind of end has the flexing induction support for lengthening pineapple type induction unit Download PDFInfo
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- CN106760838A CN106760838A CN201611032418.6A CN201611032418A CN106760838A CN 106760838 A CN106760838 A CN 106760838A CN 201611032418 A CN201611032418 A CN 201611032418A CN 106760838 A CN106760838 A CN 106760838A
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- plate
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- pineapple type
- support
- lengthening
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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)
- Bridges Or Land Bridges (AREA)
- Floor Finish (AREA)
Abstract
There is the flexing for lengthening pineapple type induction unit to induce support the invention discloses a kind of end, including confinement section and power consumption section, also include a support flat segments, power consumption section is arranged on the support flat segments two ends, and power consumption section is made up of at least one lengthening pineapple type induction unit along the axis direction of support;It is to lengthen pineapple type subelement by m to be circumferentially arranged in order the space body for forming that a section is regular polygon to lengthen pineapple type induction unit, and it is by folding the space body for being formed by four triangular plates in the same plane and two pieces of trapezoidal plates to lengthen pineapple type subelement.Flexing induction support of the present invention, under small shake effect, the induction support of this flexing keeps elasticity, and when middle shake or big shake are acted on, flexing induction support enters yielding stage, and its good hysteretic energy performance can play the effect of damper again.Compared with traditional buckling restrained brace, present invention decreases Contraction in Site workload, energy-conserving and environment-protective.
Description
Technical field
The invention belongs to building structure technology field, more particularly to a kind of end has lengthening pineapple type induction unit
Flexing induction support, it is adaptable to steel construction or concrete structure with buckling restrained brace.
Background technology
During steel construction or reinforced concrete structure use, common support is pressurized and can produce flexing phenomenon, works as branch
After support compressive buckling, rigidity and bearing capacity are drastically reduced.Under earthquake or wind action, the internal force of support is in compression and tension two
Back and forth change under the state of kind.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, in the outside compressive buckling for setting sleeve pipe, constraining support of support, constitute buckling restrained brace only core plate and other
Component is connected, and suffered load is all undertaken by core plate, and outer sleeve and packing material only constrain core plate compressive buckling, core plate is existed
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
Serve 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 support frame under middle shake and big shake can comprehensively be improved.But traditional buckling restrained brace is generally adopted
With steel and coagulation local soil type into restraining tube, it is high to cause to make precision prescribed, big from great and difficulty of construction, to core cell sheet
There is larger additional load in body, it is promoted and is very limited using scope.
Applicant proposed a kind of end on June 1st, 2016 has the flexing control of duplex pyramid type power consumption unit
Support(Application No. 201610380805.2)The flexing for having staggeredly pyramid power consumption unit with a kind of end controls support
(Application No. 201610384216.1)Basic power consumption unit be pyramid, pyramid power consumption unit be it is non-rigid can
Exhibition;So the difficulty that the power consumption of high-order buckling mode is pressed in flexing control support is larger.Applicant proposed one on June 1st, 2016
Planting end has the energy-dissipating type buckling restrained brace of symmetrical initial imperfection unit(Application No. 201610383430.5)And one kind
End has the flexing control support of brilliant power consumption unit(Application No. 201610380804.8)Geometric configuration be fixed
, design flexibility is small.It is unfavorable and construction, thickness of slab of the unit at folding line etc. that consumed energy in above-mentioned support is consistent with non-folding line
In the generation plastic hinge at folding line.
The content of the invention
The technical problems to be solved by the invention are directed to the deficiency that above-mentioned prior art is present, and provide a kind of end tool
There is the energy-dissipating type flexing induction support for lengthening pineapple type induction unit.The induction unit can induce support that high order mode occurs and bend
Clothes, it is to avoid support occurs to early complete buckling, makes its plasticity more abundant, increase the energy dissipation capacity of support.In addition, lengthening phoenix
There are 2 trapezoidal plates in pears type subelement, increased the axial rigidity and its bearing capacity of support.It is connected with unit simultaneously
Flat segments can guarantee that the axial rigidity of support again, with good bearing capacity.
Technical scheme:To achieve the above object, the technical solution adopted by the present invention is:
A kind of end has the flexing induction support for lengthening pineapple type induction unit, including confinement section and power consumption section, and its feature exists
In:Also include a support flat segments, the power consumption section is arranged on the support flat segments two ends, in the other end of the power consumption section
Described confinement section is set, and power consumption section is made up of at least one lengthening pineapple type induction unit along the axis direction of support, with
The end of the lengthening pineapple type induction unit of the power consumption section connection is perpendicular to axis direction and mistake lengthening pineapple type by one
The plane that the cross section on the summit of subelement one is clipped;Described lengthening pineapple type induction unit is to lengthen pineapple type son list by m
Unit is circumferentially arranged in order the space body to form that a section is regular polygon, and the side number of the regular polygon is 2m, m be more than
Integer equal to 3;It is by folding by four triangular plates in the same plane and two pieces of trapezoidal plates to lengthen pineapple type subelement
The folded space body for being formed, adjacent plate is conllinear two-by-two, and triangular plate one, triangular plate two, trapezoidal plate are respectively according to counterclockwise
First, triangular plate three, triangular plate four and trapezoidal plate two, the wherein common edge and triangle of triangular plate one and triangular plate two
The common edge of plate three and triangular plate four is crest line, the common edge of triangular plate two and trapezoidal plate one, trapezoidal plate one and triangle
The common edge and ladder of the common edge of plate three, the common edge of triangular plate four and trapezoidal plate two, triangular plate three and triangular plate four
Shape plate one and trapezoidal plate two are valley line, and adjacent triangular plate is foldable outwardly along crest line, along valley line to interior folding;It is described to
Outer folding refers to that the angle between the exterior normal of adjacent triangular plate becomes big, refers to the outer of adjacent triangular plate to interior folding
Angle between normal diminishes;The lengthening pineapple type induction unit, on ring direction, adjacent two lengthen pineapple type subelement
Trapezoidal plate free margins overlap, in the axial direction, it is adjacent two lengthen pineapple type subelement triangular plate free margins weight
Close.
In the axial direction, the free margins of the triangular plate three for lengthening pineapple type subelement adds with axially adjacent
The free margins of the triangular plate one of pineapple type subelement long overlaps, lengthen pineapple type subelement triangular plate four free margins with
The free margins of the triangular plate two of axially adjacent lengthening pineapple type subelement overlaps.
Power consumption section hole-opening at all folding lines, described hole a diameter of d, d are equal to plate thickness;Between hole
Distance is equal, and the distance is equal to 5 times of hole diameters.
The end restraint section is made up of regular polygon steel plate, T-shaped short girder steel and connecting plate, and regular polygon steel plate is welded on
Power consumption section end, two T-shaped short girder steels are welded to connect with regular polygon steel plate, and connecting plate is clipped in the middle of two T-shaped short girder steels, even
Fishplate bar is connected with T-shaped short girder steel with high-strength bolt, and the side number of described steel plate is more than or equal to 3.
By section for the steel pipe and regular polygon steel plate of regular polygon are constituted, regular polygon steel plate is welded the support flat segments
The end of the steel pipe of equilateral polygon section is connected on, power consumption section is welded to connect with regular polygon steel plate, the side number of the steel tube section
Also it is more than or equal to 3.
Beneficial effect:
A kind of end of the present invention has the flexing induction support for lengthening pineapple type induction unit, by end restraint section, power consumption section and
Support flat segments are constituted.Using pineapple type induction unit is lengthened in support, with more clear advantages:First, pineapple type is lengthened
There is a plurality of folding line in induction unit, can dissipate more energy.2nd, unit not only contracts in deformation process in length direction
It is short, and its cross section diameter also reduce, so as to limit the low order buckling mode of support, its plasticity is more filled
Point, increase the energy dissipation capacity of support.3rd, there are two trapezoidal plates in lengthening pineapple type subelement, increased the axially firm of support
Degree and its bearing capacity.4th, the induction unit passes through the folding line formed by crest line and valley line for pre-setting, while at folding line
Hole-opening, is more prone to induction and is supported under geological process, produces high-order buckling mode, prevents component from overall bending occurs to early
It is bent.The five support flat segments being combined with flexing induction section, it is ensured that the axial rigidity needed for support.Supported by changing
Lengthen the number that pineapple type induces unit in the length of flat segments and flexing induction section, can adjust this support axial rigidity and
The relation of energy dissipation capacity.The present invention avoids outside core dissipative member jacketed cylinder in manufacture craft, in sleeve and core
The process such as grouting, simplifies processing and making process between dissipative member, reduces construction costs.And the present invention can be in factory
Processing, is only needed to be connected with the built-in fitting of the components such as bolt and beam column to scene, both ensure that component quality, and scene is reduced again
Wet trade workload, energy-conserving and environment-protective.End there is the flexing induction for lengthening pineapple type induction unit to support both and has general bending
The advantages of flexible arrangement of song constraint support, good energy-dissipating property, the flexing form of support can be controlled again, while can keep away
Exempt from outside core dissipative member plus processes such as sleeve and grouting, effectively simplify manufacturing procedure, with good popularization
Benefit.
Brief description of the drawings
Fig. 1 is structural representation of the invention;
Fig. 2 is end restraint section schematic diagram;
Fig. 3 is flexing section schematic diagram;
Fig. 4 is support flat segments schematic diagram;
Fig. 5 is quadrangular steel sheets schematic diagram;
Fig. 6 is T-shaped short girder steel schematic diagram;
Fig. 7 is connecting plate schematic diagram;
Fig. 8 induces cell schematics to lengthen pineapple type;
Fig. 9 is lengthening pineapple type subelement schematic diagram;
Figure 10 is lengthening pineapple type subelement floor map;
Figure 11 is hole floor map at folding line;
Figure 12 is A-A profiles in Figure 11.
Specific embodiment
The present invention is further described below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation that end has the flexing induction support for lengthening pineapple type induction unit, by end restraint
Section 1, power consumption section 2 and support flat segments 3 are constituted, and end restraint section 1 is fixed between bean column node and power consumption section 2, and power consumption section 2 is consolidated
It is scheduled on support flat segments 3 two ends.
As shown in Fig. 2 the connecting plate that end restraint section 1 is reserved by components such as quadrangular steel sheets 4, T-shaped short girder steel 5 and beam columns
6 compositions, quadrangular steel sheets 4 are welded on power consumption section 2 end, and two T-shaped short girder steels 5 are welded to connect with quadrangular steel sheets 4, quadrangle
Steel plate 4 and T-shaped short girder steel 5 are respectively as shown in Fig. 5,6.Connecting plate 6 is clipped in the middle of two T-shaped short girder steels 5, and connecting plate 6 is short with T-shaped
The high-strength bolt connection of girder steel 5, wherein connecting plate 6 are as shown in Figure 7.
In Fig. 3, power consumption section 2 lengthens pineapple type induction unit 7 and is constituted along the axis direction of support by five, while passing through
The one end toothed segment portion that power consumption section 2 is clipped perpendicular to the cross section on axis direction and the summit 21 of lengthening pineapple type subelement one excessively
Point, then consume energy all sides in section end at grade.The triangular plate three of the lengthening pineapple type subelement 8 in power consumption section 2
Free margins 19 overlaps with the free margins 17 of the triangular plate one of axially adjacent lengthening pineapple type subelement 8 and forms a crest line
15, lengthen the free margins 20 and the three of axially adjacent lengthening pineapple type subelement 8 of the triangular plate four of pineapple type subelement 8
The free margins 18 of angular plate two overlaps and forms a crest line 15.As shown in figure 8, it is identical by six to lengthen pineapple type induction unit 7
Lengthening pineapple type subelement 8 be circumferentially arranged in order to be formed a section be dodecagon space body.As shown in figure 8,
Claw type subelement 8 is made up of four pieces of triangular plates in the same plane and two pieces of trapezoidal plates by folding the space body for being formed.
As shown in figure 9, six blocks of plates are conllinear two-by-two, according to be respectively counterclockwise triangular plate 1, triangular plate 2 10, trapezoidal plate 1,
Triangular plate 3 12, triangular plate 4 13 and trapezoidal plate 2 14, the wherein common edge of triangular plate 1 and triangular plate 2 10 and
The common edge of triangular plate 3 12 and triangular plate 4 13 is crest line 15, the common edge of triangular plate 2 10 and trapezoidal plate 1,
The common edge of trapezoidal plate 1 and triangular plate 3 12, the common edge of triangular plate 4 13 and trapezoidal plate 2 14, triangular plate three
14 and triangular plate 49 common edge and trapezoidal plate 1 and trapezoidal plate 2 14 common edge be valley line 16, adjacent triangle
Plate is foldable outwardly along crest line 15, and along valley line 16 to interior folding, the outward folding refers to the outer method of adjacent triangular plate
Angle between line becomes big, refers to that angle between the exterior normal of adjacent triangular plate diminishes to interior folding.
As shown in figure 4, support flat segments 3 are made up of the bracing members 22 and quadrangular steel sheets 4 of quadrangular section, quadrangle steel
Plate 4 is welded on the end of the bracing members 22 of quadrangular section, and power consumption section 2 is welded to connect with quadrangular steel sheets 4.
As shown in Figure 11, Figure 12, equidistant hole-opening at folding line in power consumption section 2, hole diameter is the thickness of plate, hole
The distance between be five times of plate thickness.
Claims (5)
1. a kind of end has the flexing induction support for lengthening pineapple type induction unit, including confinement section(1)With power consumption section(2),
It is characterized in that:Also include a support flat segments(3), the power consumption section(2)It is arranged on the support flat segments(3)Two ends,
The other end of the power consumption section sets described confinement section, and consume energy section(2)Pineapple type induction unit (7 is lengthened by least one)Edge
The axis direction composition of support, with the power consumption section(2)The lengthening pineapple type induction unit (7 of connection)End be by one
Perpendicular to axis direction and the summit of mistake lengthening pineapple type subelement one(21)The plane clipped of cross section;The lengthening pineapple type
Induction unit(7)It is by m lengthening pineapple type subelement(8)Circumferentially it is arranged in order the sky to form that a section is regular polygon
Mesosome, the side number of the regular polygon is 2m, and m is the integer more than or equal to 3;Lengthen pineapple type subelement(8)It is by same
Four triangular plates and two pieces of trapezoidal plates in plane are conllinear two-by-two by folding the space body for being formed, adjacent plate, according to inverse
Hour hands are respectively triangular plate one(9), triangular plate two(10), trapezoidal plate one(11), triangular plate three(12), triangular plate four
(13)With trapezoidal plate two(14), wherein triangular plate one(9)With triangular plate two(10)Common edge and triangular plate three(12)
With triangular plate four(13)Common edge be crest line(15), triangular plate two(10)With trapezoidal plate one(11)Common edge, trapezoidal
Plate one(11)With triangular plate three(12)Common edge, triangular plate four(13)With trapezoidal plate two(14)Common edge, triangle
Plate three(14)With triangular plate four(9)Common edge and trapezoidal plate one(11)With trapezoidal plate two(14)Common edge be valley line
(16), adjacent triangular plate is along crest line(15)It is foldable outwardly, along valley line(16)To interior folding;The outward folding refers to
Angle between the exterior normal of adjacent triangular plate becomes big, refers between the exterior normal of adjacent triangular plate to interior folding
Angle diminishes;The lengthening pineapple type induction unit(7), on ring direction, adjacent two lengthen pineapple type subelement(8)Ladder
The free margins of shape plate overlaps, and in the axial direction, adjacent two lengthen pineapple type subelement(8)Triangular plate free margins weight
Close.
2. end according to claim 1 has the flexing induction support for lengthening pineapple type induction unit, it is characterised in that:
In the axial direction, the lengthening pineapple type subelement(8)Triangular plate three free margins(19)Add with axially adjacent
Pineapple type subelement long(8)Triangular plate one free margins(17)Overlap, lengthen pineapple type subelement(8)Triangular plate four
Free margins(20)With axially adjacent lengthening pineapple type subelement(8)Triangular plate two free margins(18)Overlap.
3. end according to claim 1 and 2 has the flexing induction support for lengthening pineapple type induction unit, and its feature exists
In:The power consumption section(2)The hole-opening at all folding lines, described hole a diameter of d, d are equal to plate thickness;Between hole away from
From being equal, the distance is equal to 5 times of hole diameters.
4. end according to claim 3 has the flexing induction support for lengthening pineapple type induction unit, it is characterised in that:
The end restraint section(1)By regular polygon steel plate(4), T-shaped short girder steel(5)And connecting plate(6)Composition, regular polygon steel plate
(4)It is welded on power consumption section(2)End, two T-shaped short girder steels(5)With regular polygon steel plate(4)It is welded to connect, connecting plate(6)Folder
In two T-shaped short girder steels(5)Centre, connecting plate(6)With T-shaped short girder steel(5)Connected with high-strength bolt, described steel plate(4)'s
Side number is more than or equal to 3.
5. end according to claim 3 has the flexing induction support for lengthening pineapple type induction unit, it is characterised in that:
The support flat segments(3)It is the steel pipe of regular polygon by section(22)With regular polygon steel plate(4)Composition, regular polygon steel plate
(4)It is welded on the steel pipe of equilateral polygon section(22)End, consume energy section(2)With regular polygon steel plate(4)It is welded to connect, it is described
Steel pipe(22)The side number in section is more than or equal to 3.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201611032418.6A CN106760838B (en) | 2016-11-15 | 2016-11-15 | A kind of end has the buckling induction support of lengthening pineapple type induction unit |
Applications Claiming Priority (1)
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CN201611032418.6A CN106760838B (en) | 2016-11-15 | 2016-11-15 | A kind of end has the buckling induction support of lengthening pineapple type induction unit |
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CN106760838A true CN106760838A (en) | 2017-05-31 |
CN106760838B CN106760838B (en) | 2019-04-09 |
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US20070240368A1 (en) * | 2002-12-18 | 2007-10-18 | National Applied Research Laboratories | Seismic brace with a removable restraining member disposed around a middle portion of an elongated central brace unit |
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US20100319274A1 (en) * | 2004-02-02 | 2010-12-23 | Chong-Shien Tsai | Shock-absorbing tie brace |
KR20140073002A (en) * | 2012-12-05 | 2014-06-16 | 조선대학교산학협력단 | Brace friction damper |
CN105839973A (en) * | 2016-06-01 | 2016-08-10 | 东南大学 | Buckling control support with end provided with staggered pyramid type energy consumption unit |
CN105888348A (en) * | 2016-06-01 | 2016-08-24 | 东南大学 | Buckling control support with diamond type energy dissipation units at ends |
CN105926795A (en) * | 2016-06-01 | 2016-09-07 | 东南大学 | Casing pipe constraint buckling prevention support with symmetrical initial defects |
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2016
- 2016-11-15 CN CN201611032418.6A patent/CN106760838B/en active Active
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20070240368A1 (en) * | 2002-12-18 | 2007-10-18 | National Applied Research Laboratories | Seismic brace with a removable restraining member disposed around a middle portion of an elongated central brace unit |
US20100319274A1 (en) * | 2004-02-02 | 2010-12-23 | Chong-Shien Tsai | Shock-absorbing tie brace |
US7461481B2 (en) * | 2004-05-07 | 2008-12-09 | Chong-Shien Tsai | Shock-absorbing tie brace |
KR20140073002A (en) * | 2012-12-05 | 2014-06-16 | 조선대학교산학협력단 | Brace friction damper |
CN105839973A (en) * | 2016-06-01 | 2016-08-10 | 东南大学 | Buckling control support with end provided with staggered pyramid type energy consumption unit |
CN105888348A (en) * | 2016-06-01 | 2016-08-24 | 东南大学 | Buckling control support with diamond type energy dissipation units at ends |
CN105926795A (en) * | 2016-06-01 | 2016-09-07 | 东南大学 | Casing pipe constraint buckling prevention support with symmetrical initial defects |
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