CN106836924A - A kind of sleeve pipe flexing with oblique pineapple type induction unit induces support - Google Patents
A kind of sleeve pipe flexing with oblique pineapple type induction unit induces support Download PDFInfo
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- CN106836924A CN106836924A CN201611030071.1A CN201611030071A CN106836924A CN 106836924 A CN106836924 A CN 106836924A CN 201611030071 A CN201611030071 A CN 201611030071A CN 106836924 A CN106836924 A CN 106836924A
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- triangular plate
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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
Support is induced the invention discloses a kind of sleeve pipe flexing with oblique pineapple type induction unit, by end restraint section, flexing induces section, inner sleeve and outer tube are constituted, flexing induction section is clipped between inner sleeve and outer tube, inner sleeve is connected with an end restraint section respectively with outer tube, flexing induces section to be made up of along the axis direction of support at least one oblique pineapple type induction unit, the oblique pineapple type induction unit is diagonally to be arranged in order the space body for forming that a section is helix by m oblique pineapple type subelement, oblique pineapple type subelement is by folding the space body for being formed by six isosceles triangle plates in the same plane.Support is induced using the sleeve pipe flexing with oblique pineapple type induction unit, under small shake effect, the induction support of this flexing keeps elasticity, 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
The invention belongs to building structure technology field, more particularly to a kind of sleeve pipe with oblique 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
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) and a kind of end have the flexing control support of staggeredly pyramid power consumption unit
The basic power consumption unit of (Application No. 201610384216.1) is 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 (Application No. 201610383430.5) and one kind of symmetrical initial imperfection unit
It is fixed that end has the geometric configuration of flexing control support (Application No. 201610380804.8) of brilliant power consumption unit
, 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 oblique pineapple type and induces unit to traditional common support, is formed
A kind of sleeve pipe flexing with oblique pineapple type induction unit induces support, is when being supported from constraining anti-buckling in engineering structure
Prioritizing selection.
Technical scheme：To achieve the above object, the technical solution adopted by the present invention is：
It is a kind of with oblique pineapple type induction unit sleeve pipe flexing induce support, by end restraint section, flexing induction section,
Inner sleeve and outer tube are constituted, and the end restraint section is located at the two ends that the flexing induces section, and the flexing induction section is clipped in
Between inner sleeve and outer tube, the inner sleeve is connected with an end restraint section respectively with outer tube, it is characterised in that：It is described
Flexing induces section to be made up of along the axis direction of support at least one oblique pineapple type induction unit, positioned at flexing induction
The end face of the oblique pineapple type induction unit of section both sides is perpendicular to axis direction and excessively oblique pineapple type subelement one by one
The plane that the cross section on summit is clipped；The oblique pineapple type induction unit be by m oblique pineapple type subelement diagonally according to
One section of secondary arrangement form is the space body of helix, and the helix is projected to perpendicular to axis direction from axial direction
Side number on section is 2m-1, and m is the integer more than or equal to 2；Oblique pineapple type subelement is by six in the same plane
, by folding the space body for being formed, six triangular plates are conllinear two-by-two and intersect at a summit, according to the inverse time for isosceles triangle plate
Pin is respectively triangular plate one, triangular plate two, triangular plate three, triangular plate four, triangular plate five and triangular plate six, its
The common edge of the common edge and triangular plate four and triangular plate five of intermediate cam shape plate one and triangular plate two is crest line, triangle
The common edge of plate two and triangular plate three, the common edge of triangular plate three and triangular plate four, triangular plate five and triangular plate
The common edge of six common edge, triangular plate six and triangular plate one is valley line, and adjacent triangular plate is along crest line to rolled over
It is folded, along valley line to interior folding；The outward folding refers to that the angle between the exterior normal of adjacent triangular plate becomes big, inwardly
Folding refers to that the angle between the exterior normal of adjacent triangular plate diminishes；The triangular plate four of the oblique pineapple type subelement
Free margins overlapped with the free margins of the triangular plate one of axially adjacent oblique pineapple type subelement, oblique pineapple type is single
The free margins of the triangular plate five of unit overlaps with the free margins of the triangular plate two of axially adjacent oblique pineapple type subelement.
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 the flexing induction section at all folding lines is the half of plate thickness of slab.
Beneficial effect：
A kind of sleeve pipe flexing with oblique pineapple type induction unit of the present invention induces support, by end restraint section, flexing
Induction section, inner sleeve and outer tube are constituted.There is a plurality of folding in the oblique pineapple type induction unit used in flexing induction support
Trace, can dissipate more energy.Oblique pineapple type induces unit not only to shorten in length direction in deformation process, Er Qieqi
The diameter of cross section is also reducing, and so as to limit the low order buckling mode of support, makes its plasticity more abundant, increases support
Energy dissipation capacity.Thickness of slab is reduced to original half at folding line simultaneously, is more prone to induction and is supported under geological process, produced
Raw high-order buckling mode, prevents component from complete buckling occurs to early.Outside is respectively provided with inner sleeve and outer in flexing induction section
Sleeve pipe makes the yield line at folding line expand as plastic zone, has more preferable energy dissipation capacity than common support.And internal and external casing
Lateral support can also be provided to folding line in flexing induction section, be 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, again reduction
The wet trade workload at scene, energy-conserving and environment-protective.Sleeve pipe flexing induction support with oblique pineapple type induction unit both had
The flexible arrangement of the anti-buckling support of general restriction, can more effectively dissipate seismic energy the advantages of, can solve with flexing again about
The problems such as component or larger joints that bundle branch support is connected, with good Popularizing of A.
Brief description of the drawings
Fig. 1 is structural representation of the invention；
Fig. 2 is the profile (main view) of structure of the invention；
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. 2；
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 is that oblique pineapple type induces cell schematics；
Figure 12 is oblique pineapple type subelement schematic diagram；
Figure 13 is that oblique pineapple type subelement folds frontal plane schematic diagram；
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 by 52 oblique pineapple type induction units 8 along the axis direction group for supporting
Into, at the same by one perpendicular to axis direction and the excessively oblique summit 22 of pineapple type subelement one cross section clip flexing induce section
2 end toothed segment part, then flexing induction all sides in section end at grade.The triangle of oblique pineapple type subelement 9
The free margins 20 of shape plate four overlaps with the free margins 18 of the triangular plate one of axially adjacent oblique pineapple type subelement 9, tiltedly
To the triangle of free margins 21 and the axially adjacent oblique pineapple type subelement 9 of the triangular plate five of pineapple type subelement 9
The free margins 19 of plate two overlaps.As in Figure 11, oblique pineapple type induction unit 8 be by 7 oblique pineapple type subelements 9 diagonally
The space body to form that a section is helix is arranged in order, helix projects to cutting perpendicular to axis direction from axial direction
Side number on face is 13；According to Figure 12, Figure 13, oblique pineapple type subelement 9 is by six isosceles three in the same plane
, by folding the space body for being formed composition, six triangular plates are conllinear two-by-two and intersect at a summit, according to counterclockwise for angular plate
Respectively triangular plate 1, triangular plate 2 11, triangular plate 3 12, triangular plate 4 13, triangular plate 5 14 and triangle
The common edge and triangular plate 4 13 of shape plate 6 15, wherein triangular plate 1 and triangular plate 2 11 and triangular plate 5 14
Common edge is crest line 16, the common edge of triangular plate 2 11 and triangular plate 3 12, triangular plate 3 12 and triangular plate 4 13
Common edge, the common edge of triangular plate 5 14 and triangular plate 6 15, triangular plate 6 15 and triangular plate 1 it is public
Side is valley line 17, and adjacent triangular plate is foldable outwardly along crest line 16, along valley line 17 to interior folding；The outward folding is
Refer to that the angle between the exterior normal of adjacent triangular plate becomes big, refer between the exterior normal of adjacent triangular plate to interior folding
Angle diminish.
Thickness of slab in flexing induction section 2 at all folding lines is the half of plate thickness of slab, and the crest line valley line at folding line is locally put
Big letter A represents side for outer surface side in figure as shown in Figure 14, Figure 15, and letter b represents that side is inner surface side.
Claims (5)
1. a kind of sleeve pipe flexing with oblique pineapple type induction unit induces support, 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：The flexing induces section（2）By at least one oblique pineapple type induction unit（8）Along branch
The axis direction composition of support, section is induced positioned at the flexing（2）The oblique pineapple type induction unit of both sides（8）End face be to pass through
One perpendicular to axis direction and the excessively oblique summit of pineapple type subelement one（22）The plane clipped of cross section；The oblique pineapple
Type induces unit（8）It is by m oblique pineapple type subelement（9）Diagonally it is arranged in order the sky to form that a section is helix
Mesosome, the helix projects to side number on the section of axis direction for 2m-1 from axial direction, m be more than or equal to
2 integer；Oblique pineapple type subelement（9）It is by folding the sky for being formed by six isosceles triangle plates in the same plane
Mesosome, six triangular plates are conllinear two-by-two and intersect at a summit, and triangular plate one is respectively according to counterclockwise（10）, triangle
Plate two（11）, triangular plate three（12）, triangular plate four（13）, triangular plate five（14）With triangular plate six（15）, wherein three
Angular plate one（10）With triangular plate two（11）Common edge and triangular plate four（13）With triangular plate five（14）Common edge
It is crest line（16）, triangular plate two（11）With triangular plate three（12）Common edge, triangular plate three（12）With triangular plate four
（13）Common edge, triangular plate five（14）With triangular plate six（15）Common edge, triangular plate six（15）And triangular plate
One（10）Common edge be valley line（17）, adjacent triangular plate is along crest line（16）It is foldable outwardly, along valley line（17）Inwardly
Fold；The outward folding refers to that the angle between the exterior normal of adjacent triangular plate becomes big, refers to adjacent to interior folding
Angle between the exterior normal of triangular plate diminishes；The oblique pineapple type subelement（9）Triangular plate four free margins
（20）With axially adjacent oblique pineapple type subelement（9）Triangular plate one free margins（18）Overlap, oblique pineapple type
Subelement（9）Triangular plate five free margins（21）With axially adjacent oblique pineapple type subelement（9）Triangular plate
Two free margins（19）Overlap.
2. the sleeve pipe flexing with oblique pineapple type induction unit according to claim 1 induces support, 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.
3. the sleeve pipe flexing with oblique pineapple type induction unit according to claim 1 induces support, 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.
4. the sleeve pipe flexing with oblique pineapple type induction unit according to claim 1 induces support, it is characterised in that：
The flexing induces section（2）With inner sleeve（3）And outer tube（4）Between gap be no more than 5mm；The inner sleeve（3）With it is outer
Sleeve pipe（4）All it is made up of the hollow steel pipe of circular cross-section.
5. the sleeve pipe flexing with oblique pineapple type induction unit according to claim 1 induces support, it is characterised in that：
The 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, thickness change
In inner 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 |
|---|---|---|---|
| CN201611030071.1A CN106836924B (en) | 2016-11-15 | 2016-11-15 | A kind of casing buckling induction support with oblique pineapple type induction unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611030071.1A CN106836924B (en) | 2016-11-15 | 2016-11-15 | A kind of casing buckling induction support with oblique pineapple type induction unit |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106836924A true CN106836924A (en) | 2017-06-13 |
| CN106836924B CN106836924B (en) | 2019-04-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611030071.1A Active CN106836924B (en) | 2016-11-15 | 2016-11-15 | A kind of casing buckling induction support with oblique pineapple type induction unit |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000265706A (en) * | 1999-03-19 | 2000-09-26 | Sumitomo Metal Ind Ltd | Buckling restraint brace |
| US20010000840A1 (en) * | 1999-06-30 | 2001-05-10 | Toru Takeuchi | Buckling restrained braces and damping steel structures |
| JP2003034984A (en) * | 2001-07-24 | 2003-02-07 | Takenaka Komuten Co Ltd | Vibration control brace |
| 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 CN201611030071.1A patent/CN106836924B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000265706A (en) * | 1999-03-19 | 2000-09-26 | Sumitomo Metal Ind Ltd | Buckling restraint brace |
| US20010000840A1 (en) * | 1999-06-30 | 2001-05-10 | Toru Takeuchi | Buckling restrained braces and damping steel structures |
| JP2003034984A (en) * | 2001-07-24 | 2003-02-07 | Takenaka Komuten Co Ltd | Vibration control brace |
| 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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| Publication number | Publication date |
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| CN106836924B (en) | 2019-04-12 |
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Application publication date: 20170613 Assignee: China Energy Construction Group Jiangsu Electric Power Design Institute Co.,Ltd. Assignor: SOUTHEAST University Contract record no.: X2021980000323 Denomination of invention: A buckling induced brace with inclined pineapple shaped induced element for casing Granted publication date: 20190412 License type: Common License Record date: 20210113 |