CN106760832A - It is a kind of to induce support with the sleeve pipe flexing for lengthening pineapple type induction unit - Google Patents
It is a kind of to induce support with the sleeve pipe flexing for lengthening pineapple type induction unit Download PDFInfo
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- CN106760832A CN106760832A CN201611021327.2A CN201611021327A CN106760832A CN 106760832 A CN106760832 A CN 106760832A CN 201611021327 A CN201611021327 A CN 201611021327A CN 106760832 A CN106760832 A CN 106760832A
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- 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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Abstract
The invention discloses a kind of support is induced with the sleeve pipe flexing for lengthening pineapple type induction unit, it is made up of end restraint section, flexing induction section, inner sleeve and outer tube, flexing induction section is clipped between inner sleeve and outer tube, inner sleeve is connected with an end restraint section respectively with outer tube, and flexing induces section to be made up of along the axis direction of support at least one lengthening pineapple type induction unit;The single pineapple type induction unit that lengthens circumferentially is arranged in order the space body for forming that a section is 2m sides shape by m identical lengthening pineapple type subelement;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.Sleeve pipe 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 section enters yielding stage, and its good hysteretic energy performance can play the effect of damper again.
Description
Technical field
It is more particularly to a kind of with the sleeve pipe for lengthening pineapple type induction unit the invention belongs to building structure technology field
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
The problem of energy difference, in the outside setting sleeve pipe of support, the compressive buckling of constraint support constitutes buckling-restrained buckling restrained brace only core
Plate is connected with other components, and suffered load is all undertaken by core plate, and outer sleeve and packing material only constrain core plate compressive buckling,
Core plate is set to enter surrender in tension and by pressure, thus, the Hysteresis Behavior of buckling restrained brace is excellent.Buckling restrained brace
On the one hand the defect of common support tension and compression bearing capacity significant difference can be avoided, on the other hand the power consumption energy with metal damper
Power, can serve as " fuse " so that agent structure is substantially in elastic range in the structure.Therefore, buckling restrained brace
Application, can comprehensively improve anti-seismic performance of traditional support frame under middle shake and big shake.
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.And consumed energy in above-mentioned support unit thickness, construction of plate etc. at the folding line are consistent with non-folding line, no
Beneficial to the generation plastic hinge at folding line.In addition, these supports are made up of end restraint section, flexing section and sleeve pipe, sleeve pipe is in flexing
The outside of section, and flexing section inner side easily produces the low order unstability to inner side, so as to weaken the power consumption energy of support without support
Power.
The content of the invention
Goal of the invention:Because existing buckling restrained brace is under course under cyclic loading, it is connected with buckling restrained brace
Component or joints are larger;And under geological process, existing buckling restrained brace yield deformation position has randomness, in order to
The problem for overcoming prior art to exist, the present invention is introduced into lengthening pineapple type induction unit to traditional common support, is formed
It is a kind of to induce support with the sleeve pipe flexing for lengthening pineapple type induction unit, be in engineering structure from anti-buckling support when it is excellent
First select.
Technical scheme:To achieve the above object, the technical solution adopted by the present invention is:
It is a kind of to induce support with the sleeve pipe flexing for lengthening pineapple type induction unit, by end restraint section, flexing induction section, inner sleeve
Pipe and outer tube composition, the end restraint section are located at the two ends that the flexing induces section, and the flexing induction section is clipped in inner sleeve
Between pipe and outer tube, the inner sleeve is connected with an end restraint section respectively with outer tube, it is characterised in that:Flexing is induced
Section is made up of at least one lengthening pineapple type induction unit along the axis direction of support, and the both sides of section are induced positioned at the flexing
The end of lengthening pineapple type induction unit be perpendicular to axis direction and to cross the plane clipped of cross section on summit by one;Institute
State single lengthening pineapple type induction unit and be circumferentially arranged in order by m identical lengthening pineapple type subelement and form a section
It is the space body of 2m sides shape, m is the integer more than or equal to 2;The lengthening pineapple type subelement is by four in the same plane
Individual triangular plate and two pieces of trapezoidal plates are conllinear two-by-two by folding the space body for being formed, adjacent plate, are respectively according to counterclockwise
Triangular plate one, triangular plate two, trapezoidal plate one, triangular plate three, triangular plate four and trapezoidal plate two, wherein triangular plate one
It is crest line, triangular plate two and trapezoidal plate with the common edge of triangular plate two and the common edge of triangular plate three and triangular plate four
Common edge, the triangular plate of one common edge, the common edge of trapezoidal plate one and triangular plate three, triangular plate four and trapezoidal plate two
Three and triangular plate four common edge and trapezoidal plate one and trapezoidal plate two common edge be valley line, adjacent triangular plate is along peak
Line is foldable outwardly, along valley line to interior folding;The outward folding refers to the angle between the exterior normal of adjacent triangular plate
Become big, refer to that angle between the exterior normal of adjacent triangular plate diminishes to interior folding;State and lengthen the three of pineapple type subelement
The free margins of angular plate three overlaps with the free margins of the triangular plate one of axially adjacent lengthening pineapple type subelement, lengthens phoenix
The free margins of the triangular plate four of pears type subelement and the triangular plate two of axially adjacent lengthening pineapple type subelement from
Overlapped by side.
Described end restraint section is made up of the connecting plate that the components such as square plate, T-shaped short girder steel and beam column are reserved, square
Steel plate is welded on flexing induction section end, and two T-shaped short girder steels are welded to connect with square plate, connecting plate be clipped in two it is T-shaped short
In the middle of girder steel, connecting plate is connected with T-shaped short girder steel with high-strength bolt.
The left end of the inner sleeve is welded to connect with the square plate of left end confinement section, the right-hand member of inner sleeve and right side
The square plate of end restraint section has one section of distance not less than the 1/40 of flexing induction segment length;The right-hand member of the outer tube with
The square plate of right-hand end confinement section is welded to connect, and the left end of outer tube has one section with the square plate of left end confinement section
Distance not less than the 1/40 of flexing induction segment length.
The flexing induction section and the gap between inner sleeve and outer tube are no more than 5mm;The inner sleeve and outer tube
All it is made up of the hollow steel pipe of circular cross-section.
Thickness of slab in institute's flexing induction section at all folding lines is the half of plate thickness of slab, the folding line being made up of crest line, thickness
Change in inner surface side, the folding line being made up of valley line, thickness change is in outer surface side.
Beneficial effect:
The present invention is a kind of to induce support with the sleeve pipe flexing for lengthening pineapple type induction unit, is induced by end restraint section, flexing
Section, inner sleeve and outer tube are constituted.There is a plurality of folding line in the lengthening pineapple type induction unit used in flexing induction section, can
Dissipate more energy.Lengthening pineapple type induces unit not only to shorten in length direction in deformation process, and its cross section
Diameter also reduce, so as to limit the low order buckling mode of support, make its plasticity more abundant, increase support power consumption
Ability.In addition, there are two trapezoidal plates in lengthening pineapple type subelement, the axial rigidity and its bearing capacity of support are increased.
Thickness of slab is reduced to original half at folding line simultaneously, is more prone to induction and is supported under geological process, produce high-order flexing
Mode, prevents component from complete buckling occurs to early.Outside is respectively provided with inner sleeve and outer tube in flexing induction section makes folding line
The yield line at place expands as plastic zone, has more preferable energy dissipation capacity than common support.And internal and external casing can also give flexing
Folding line provides lateral support in induction section, is effectively improved the axial carrying capacity of support.The present invention can in factory process,
Only need to be connected with the built-in fitting of the components such as bolt and beam column to scene, both ensure that component quality, reduce again live wet
Work operations amount, energy-conserving and environment-protective.It is both anti-with general restriction with the sleeve pipe flexing induction support for lengthening pineapple type induction unit
The flexible arrangement of buckling support, can more effectively dissipate seismic energy the advantages of, can solve to be connected with buckling restrained brace again
The problems such as component or larger joints for connecing, with good Popularizing of A.
Brief description of the drawings
Fig. 1 is structural representation of the invention;
Fig. 2 is the profile of structure of the invention(Main view);
Fig. 3 is end restraint section schematic diagram;
Fig. 4 is that flexing induces section schematic diagram;
Fig. 5 is inner sleeve schematic diagram;
Fig. 6 is outer tube schematic diagram;
Fig. 7 is A-A profiles in Fig. 1;
Fig. 8 is square plate schematic diagram;
Fig. 9 is T-shaped short girder steel schematic diagram;
Figure 10 is connecting plate schematic diagram;
Figure 11 induces cell schematics to lengthen pineapple type;
Figure 12 is lengthening pineapple type subelement schematic diagram;
Figure 13 folds frontal plane schematic diagram to lengthen pineapple type subelement;
Figure 14 is crest line thickness of slab schematic diagram at folding line;
Figure 15 is valley line thickness of slab schematic diagram at folding line.
Specific embodiment
The present invention is further described below in conjunction with the accompanying drawings.
As shown in Figure 1, 2, it is made up of end restraint section 1, flexing induction section 2, inner sleeve 3 and outer tube 4.End restraint section
1 is fixed on the two ends that flexing induces section 2.The left end of inner sleeve is welded to connect with the square plate 5 of left end confinement section 1, interior
The right-hand member of sleeve pipe has a segment distance, 1/ of distance not less than flexing induction segment length with the square plate of right-hand end confinement section
40;The right-hand member of outer tube is welded to connect with the square plate 5 of right-hand end confinement section 1, and the left end of outer tube is with left end about
The square plate of beam section has a segment distance, 1/40 of distance nor less than flexing induction segment length.As shown in Fig. 5 ~ 7, flexing is lured
Lead section 2 to be clipped between inner sleeve 3 and outer tube 4, flexing induction section and the gap between inner sleeve and outer tube are no more than 5mm,
Inner sleeve 3 and outer tube 4 are all made up of the hollow steel pipe of circular cross-section.
As shown in figure 3, the connecting plate 7 that end restraint section 1 is reserved by components such as square plate 5, T-shaped short girder steel 6 and beam columns
Composition, square plate 5 is welded on flexing induction section 2 end, and two T-shaped short girder steels 6 are welded to connect with square plate 7, square bar
Plate 5 and T-shaped short girder steel 6 are respectively as shown in Fig. 8,9.Connecting plate 7 is clipped in the middle of two T-shaped short girder steels 6, connecting plate 7 and T-shaped short steel
The high-strength bolt connection of beam 6, wherein connecting plate 7 are as shown in Figure 10.
According to Fig. 4, flexing induces section 2 to lengthen axis direction group of the pineapple type induction unit 8 along support by 20
Into, by one perpendicular to axis direction and cross a summit 22 cross section clip flexing induce section 2 end toothed segment part, then
The flexing induction all sides in section end are at grade.The triangular plate three of the lengthening pineapple type subelement 9 in flexing induction section 2
Free margins 20 overlapped with the free margins 18 of the triangular plate one of axially adjacent lengthening pineapple type subelement 9, lengthen pineapple
The free margins 21 of the triangular plate four of type subelement 9 and the triangular plate two of axially adjacent lengthening pineapple type subelement 9
Free margins 19 overlaps.As in Figure 11, single lengthening pineapple type induction unit 8 is to lengthen pineapple type subelement 9 by six identicals
The section to be formed circumferentially is arranged in order for dodecagonal space body.According to Figure 12, Figure 13, pineapple type is lengthened
Unit 9 is made up of four triangular plates in the same plane and two pieces of trapezoidal plates by folding the space body for being formed, adjacent
Plate is conllinear two-by-two, according to be respectively counterclockwise triangular plate 1, triangular plate 2 11, trapezoidal plate 1, triangular plate 3 13,
The common edge and triangular plate 3 13 of triangular plate 4 14 and trapezoidal plate 2 15, wherein triangular plate 1 and triangular plate 2 11
With common edge, the and of trapezoidal plate 1 that the common edge of triangular plate 4 14 is crest line 16, triangular plate 2 11 and trapezoidal plate 1
The common edge of triangular plate 3 13, the common edge of triangular plate 4 14 and trapezoidal plate 2 15, triangular plate 3 15 and triangular plate
4 10 common edge and the common edge of trapezoidal plate 1 and trapezoidal plate 2 15 are valley line 17, and adjacent triangular plate is along crest line 16
It is foldable outwardly, along valley line 17 to interior folding;The outward folding refers to the angle between the exterior normal of adjacent triangular plate
Become big, refer to that angle between the exterior normal of adjacent triangular plate diminishes to interior folding.
Thickness of slab in flexing induction section 2 at all folding lines is the half of plate thickness of slab, and the folding line being made up of crest line, thickness becomes
Change in inner surface side, the folding line being made up of valley line, thickness change is in outer surface side.Crest line valley line partial enlargement at folding line
As shown in Figure 14, Figure 15, letter A represents side for outer surface side in figure, and letter b represents that side is inner surface side.
Claims (5)
1. it is a kind of to induce support with the sleeve pipe flexing for lengthening pineapple type induction unit, by end restraint section(1), flexing induction section
(2), inner sleeve(3)And outer tube(4)Composition, the end restraint section(1)Section is induced positioned at the flexing(2)Two ends, institute
State flexing induction section(2)It is clipped in inner sleeve(3)With outer tube(4)Between, the inner sleeve and outer tube respectively with an end
Confinement section is connected, it is characterised in that:Flexing induces section(2)Pineapple type induction unit is lengthened by least one(8)Along support
Axis direction is constituted, and section is induced positioned at the flexing(2)Both sides lengthening pineapple type induction unit(8)End be by one
Perpendicular to axis direction and mistake summit(22)The plane clipped of cross section;The single lengthening pineapple type induction unit(8)By m
Individual identical lengthens pineapple type subelement(9)Circumferentially be arranged in order to be formed a section be 2m sides shape space body, m be more than
Integer equal to 2;The lengthening pineapple type subelement(9)It is by four triangular plates and two pieces of trapezoidal plates in the same plane
By folding the space body for being formed, adjacent plate is conllinear two-by-two, and triangular plate one is respectively according to counterclockwise(10), triangular plate
Two(11), trapezoidal plate one(12), triangular plate three(13), triangular plate four(14)With trapezoidal plate two(15), wherein triangular plate
One(10)With triangular plate two(11)Common edge and triangular plate three(13)With triangular plate four(14)Common edge be crest line
(16), triangular plate two(11)With trapezoidal plate one(12)Common edge, trapezoidal plate one(12)With triangular plate three(13)It is public
Side, triangular plate four(14)With trapezoidal plate two(15)Common edge, triangular plate three(15)With triangular plate four(10)It is public
Side and trapezoidal plate one(12)With trapezoidal plate two(15)Common edge be valley line(17), adjacent triangular plate is along crest line(16)To
Outer folding, along valley line(17)To interior folding;The outward folding refers to the angle between the exterior normal of adjacent triangular plate
Become big, refer to that angle between the exterior normal of adjacent triangular plate diminishes to interior folding;The lengthening pineapple type subelement(9)
Triangular plate three free margins(20)With axially adjacent lengthening pineapple type subelement(9)Triangular plate one free margins
(18)Overlap, lengthen pineapple type subelement(9)Triangular plate four free margins(21)With axially adjacent lengthening pineapple type
Subelement(9)Triangular plate two free margins(19)Overlap.
It is 2. according to claim 1 to induce support with the sleeve pipe flexing for lengthening pineapple type induction unit, it is characterised in that:
Described end restraint section(1)By square plate(5), T-shaped short girder steel(6)The reserved connecting plate with the component such as beam column(7)Composition,
Square plate(5)It is welded on flexing induction section(2)End, two T-shaped short girder steels(6)With square plate(5)It is welded to connect, connects
Plate(7)It is clipped in two T-shaped short girder steels(6)Centre, connecting plate(7)With T-shaped short girder steel(6)Connected with high-strength bolt.
It is 3. according to claim 1 to induce support with the sleeve pipe flexing for lengthening pineapple type induction unit, it is characterised in that:
The inner sleeve(3)Left end and left end confinement section(1)Square plate(5)It is welded to connect, inner sleeve(3)Right-hand member with
The square plate of right-hand end confinement section(5)There is one section to induce section not less than flexing(2)The distance of the 1/40 of length;The overcoat
Pipe(4)Right-hand member and right-hand end confinement section(1)Square plate(5)It is welded to connect, outer tube(4)Left end and left end
The square plate of confinement section(5)There is one section of distance not less than the 1/40 of flexing induction segment length.
It is 4. according to claim 1 to induce support with the sleeve pipe flexing for lengthening pineapple type induction unit, it is characterised in that:
Described flexing induction section(2)With inner sleeve(3)And outer tube(4)Between gap be no more than 5mm;The inner sleeve(3)With
Outer tube(4)All it is made up of the hollow steel pipe of circular cross-section.
5. end according to claim 1 has the flexing induction support for lengthening pineapple type induction unit, it is characterised in that:
Flexing induces section(2)In thickness of slab at all folding lines be plate thickness of slab half, the folding line being made up of crest line, including thickness change
Surface side, the folding line being made up of valley line, thickness change is in outer surface side.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201611021327.2A CN106760832B (en) | 2016-11-15 | 2016-11-15 | It is a kind of that there is the casing buckling induction support for lengthening pineapple type induction unit |
Applications Claiming Priority (1)
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CN201611021327.2A CN106760832B (en) | 2016-11-15 | 2016-11-15 | It is a kind of that there is the casing buckling induction support for lengthening pineapple type induction unit |
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CN106760832A true CN106760832A (en) | 2017-05-31 |
CN106760832B CN106760832B (en) | 2018-09-14 |
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US20100319274A1 (en) * | 2004-02-02 | 2010-12-23 | Chong-Shien Tsai | Shock-absorbing tie brace |
KR20110100878A (en) * | 2010-03-05 | 2011-09-15 | 전남대학교산학협력단 | Damper systems for structural vibration control using three dimensional porous structure |
KR20130121595A (en) * | 2012-04-27 | 2013-11-06 | (주)티섹구조엔지니어링기술사사무소 | Buckling-restrained braces |
US20150184413A1 (en) * | 2014-01-01 | 2015-07-02 | Steven E. Pryor | Self-Centering Braced Frame for Seismic Resistance in Buildings |
CN105544763A (en) * | 2016-01-15 | 2016-05-04 | 东南大学 | Internal and external double-sleeve restraining folded steel plate energy-consuming support |
CN105888348A (en) * | 2016-06-01 | 2016-08-24 | 东南大学 | Buckling control support with diamond type energy dissipation units at ends |
-
2016
- 2016-11-15 CN CN201611021327.2A patent/CN106760832B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20100319274A1 (en) * | 2004-02-02 | 2010-12-23 | Chong-Shien Tsai | Shock-absorbing tie brace |
KR20110100878A (en) * | 2010-03-05 | 2011-09-15 | 전남대학교산학협력단 | Damper systems for structural vibration control using three dimensional porous structure |
KR20130121595A (en) * | 2012-04-27 | 2013-11-06 | (주)티섹구조엔지니어링기술사사무소 | Buckling-restrained braces |
US20150184413A1 (en) * | 2014-01-01 | 2015-07-02 | Steven E. Pryor | Self-Centering Braced Frame for Seismic Resistance in Buildings |
CN105544763A (en) * | 2016-01-15 | 2016-05-04 | 东南大学 | Internal and external double-sleeve restraining folded steel plate energy-consuming support |
CN105888348A (en) * | 2016-06-01 | 2016-08-24 | 东南大学 | Buckling control support with diamond type energy dissipation units at ends |
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