CN106760834A - A kind of end has the flexing induction support for becoming length bilayer inner concave shape induction unit - Google Patents

A kind of end has the flexing induction support for becoming length bilayer inner concave shape induction unit Download PDF

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Publication number
CN106760834A
CN106760834A CN201611029821.3A CN201611029821A CN106760834A CN 106760834 A CN106760834 A CN 106760834A CN 201611029821 A CN201611029821 A CN 201611029821A CN 106760834 A CN106760834 A CN 106760834A
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China
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plate
concave shape
inner concave
length
trapezoidal
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CN201611029821.3A
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CN106760834B (en
Inventor
蔡建国
冯健
叶震
周宇航
柳杨青
马瑞君
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Southeast University
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Southeast University
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, 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
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings

Abstract

There is the flexing for becoming length bilayer inner concave shape 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 support flat segments two ends, power consumption section is made up of at least one change length bilayer inner concave shape induction unit along the axis direction of support, it is that become the double-deck inner concave shape subelement of length to be circumferentially arranged in order section by m be the space body of regular polygon to become length bilayer inner concave shape induction unit, it is the space body formed by folding by six triangular plates in the same plane and six trapezoidal plates to become length bilayer inner concave shape 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, the present invention reduces Contraction in Site workload, energy-conserving and environment-protective in manufacture craft.

Description

A kind of end has the flexing induction support for becoming length bilayer inner concave shape induction unit
Technical field
The invention belongs to building structure technology field, more particularly to a kind of end has change length bilayer inner concave shape induction The flexing induction support of unit, 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 becoming length bilayer inner concave shape induction unit.The induction unit can induce support that high-order occurs Mode is surrendered, it is to avoid support occurs to early complete buckling, and change length bilayer inner concave shape induction unit has more folding line, more The plastic property of unit can be given full play to, while the flat segments being connected with this element can guarantee that the axial rigidity of support again, tool There is 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 becoming length bilayer inner concave shape induction unit, including confinement section and power consumption section, its It is characterised by:Also include a support flat segments, the power consumption section is arranged on the support flat segments two ends, in the power consumption section The other end sets described confinement section, and power consumption section becomes axis of the length bilayer inner concave shape induction unit along support by least one Direction constitutes, and the change length bilayer inner concave shape induction unit is to become length bilayer inner concave shape subelement circumferentially successively by m Arrangement section is the space body of regular polygon, and the side number of the regular polygon is 2m, and m is the integer more than or equal to 2;Become length double Layer inner concave shape subelement is the space body formed by folding by six triangular plates in the same plane and six trapezoidal plates, Six triangular plates are conllinear two-by-two and intersect at a summit, and six pieces of trapezoidal plates are centered around six pieces of outsides of triangular plate, and internal layer is pressed Triangular plate one, triangular plate two, triangular plate three, triangular plate four, triangular plate five and triangle are respectively according to counterclockwise Plate six, the wherein common edge of triangular plate two and triangular plate three, the common edge of triangular plate three and triangular plate four, triangle The common edge of the common edge, triangular plate four and triangular plate five of plate five and triangular plate six is crest line, triangular plate one and three The common edge of angular plate two and the common edge of triangular plate four and triangular plate five are valley line, and outer layer is terraced according to being respectively counterclockwise Shape plate one, trapezoidal plate two, trapezoidal plate three, trapezoidal plate four, trapezoidal plate five and trapezoidal plate six, wherein trapezoidal plate one and trapezoidal plate two The common edge of common edge and trapezoidal plate four and trapezoidal plate five is common edge, the trapezoidal plate three of crest line, trapezoidal plate two and trapezoidal plate three The common edge of common edge, the common edge of trapezoidal plate five and trapezoidal plate six, trapezoidal plate six and trapezoidal plate one with trapezoidal plate four is paddy Line;All common edges between the internal layer triangular plate and outer layer trapezoidal plate are all valley lines;Adjacent plate along crest line to Outer folding, along valley line to interior folding;The outward folding refers to that the angle between the exterior normal of adjacent plate becomes big, inwardly Folding refers to that the angle between the exterior normal of adjacent plate diminishes;The trapezoidal plate become in length bilayer inner concave shape subelement Two valley lines of three free edge lengths and the double-deck inner concave shape subelement internal layer of the length that becomes and two crest line length sums of outer layer It is unequal;Become the free edge lengths and the free edge lengths phase of trapezoidal plate five of the trapezoidal plate three in length bilayer inner concave shape subelement Deng.
The free margins of the trapezoidal plate four for becoming length bilayer inner concave shape subelement is double-deck with axially adjacent change length The free margins of the trapezoidal plate one of inner concave shape subelement overlaps and forms a crest line, becomes the trapezoidal plate of length bilayer inner concave shape subelement Five free margins overlaps with the free margins of the trapezoidal plate two of axially adjacent change length bilayer inner concave shape subelement and forms one Crest line.
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.
With the double-deck inner concave shape subelement end of the change length that be connected of power consumption section into by one perpendicular to axis direction and Cross and become the plane that the cross section on the summit of length bilayer inner concave shape subelement one is clipped.
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 also m.
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 More than or equal to 3.
Beneficial effect:
A kind of end of the present invention has the flexing induction support for becoming length bilayer inner concave shape induction unit, by end restraint section, consumption Can section and support flat segments composition.Using length bilayer inner concave shape induction unit is become in support, with more clear advantages: First, the induction unit can be by two valley lines for changing the angle between internal layer and outer layer, changing internal layer and two of outer layer The length sum of crest line, makes support that local buckling to occur first and consumes energy.2nd, change length bilayer inner concave shape induction unit has more Folding line, and folding line is divided into two-stage, and can dissipate more energy.3rd, it is trapezoidal in change length bilayer inner concave shape subelement The free edge lengths of plate three and become two valley lines of length bilayer inner concave shape subelement internal layer and outer layer two crest line length it With it is unequal, making to be supported on be more prone to produce axial deformation in loading process, so as to prevent support from complete buckling occurs to early. 4th, the induction unit passes through the folding line formed by crest line and valley line for pre-setting, while the hole-opening at folding line, is more prone to Induction is supported under geological process, produces high-order buckling mode, lifts the energy dissipation capacity of support.Five and flexing induction Duan Xiangjie The support flat segments of conjunction, it is ensured that the axial rigidity needed for support.Induced with flexing by the length for changing support flat segments Become the number that length bilayer inner concave shape induces unit in section, the axial rigidity of this support and the relation of energy dissipation capacity can be adjusted. The present invention avoids jacketed cylinder, the grouting between sleeve and core dissipative member outside core dissipative member in manufacture craft Etc. process, processing and making process is simplified, reduce construction costs.And the present invention can only be needed in factory process to scene It is connected with the built-in fitting of the components such as bolt and beam column, both ensure that component quality, live wet trade workload is reduced again, Energy-conserving and environment-protective.End has the flexing induction support of change length bilayer inner concave shape induction unit both with general buckling restrained brace Flexible arrangement, the advantages of good energy-dissipating property, the flexing form of support can be controlled again, while can avoid being consumed in core Energy member exterior effectively simplifies manufacturing procedure, with good Popularizing of A plus processes such as sleeve and grouting.
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 become length bilayer inner concave shape;
Fig. 9 is change length bilayer inner concave shape subelement schematic diagram;
Figure 10 is change length bilayer inner concave shape 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 becoming length bilayer inner concave shape induction unit, by holding Portion's confinement 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, consumption Energy section 2 is fixed 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, hexagon steel plate 4 is welded on power consumption section 2 end, and two T-shaped short girder steels 5 are welded to connect with hexagon steel plate 4, hexagon 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 becomes length bilayer inner concave shape induction unit 7 and is constituted along the axis direction of support by six, together When power consumption section 2 is clipped by a cross section for becoming the summit 30 of length bilayer inner concave shape subelement one perpendicular to axis direction and crossing End toothed segment part, then consume energy all sides in section end at grade;Become the trapezoidal plate of length bilayer inner concave shape subelement 8 Four free margins 25 overlaps and shape with the free margins 23 of the trapezoidal plate one of axially adjacent change length bilayer inner concave shape subelement 8 Into a crest line 21, the free margins 26 for becoming the trapezoidal plate five of length bilayer inner concave shape subelement 8 is double with axially adjacent change length The free margins 24 of the trapezoidal plate two of layer inner concave shape subelement 8 overlaps and forms a crest line 21.As shown in figure 8, it is double-deck interior to become length Matrix induce unit 7 by six identicals become length bilayer inner concave shape subelements 8 be circumferentially arranged in order formed a section into The space body of regular hexagon.As shown in figure 9, becoming length bilayer inner concave shape subelement 8 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 top for angular plate and six trapezoidal plates Point, six pieces of trapezoidal plates are centered around six pieces of outsides of triangular plate, and internal layer is respectively triangular plate one 9, triangle according to counterclockwise Plate 2 10, triangular plate 3 11, triangular plate 4 12, triangular plate 5 13 and triangular plate 6 14, wherein triangular plate 2 10 Common edge, the common edge of triangular plate 3 11 and triangular plate 4 12, triangular plate 5 13 and triangle with triangular plate 3 11 The common edge of the common edge, triangular plate 4 14 and triangular plate 59 of shape plate 6 14 is crest line 21, triangular plate 1 and triangle The common edge of shape plate 2 10 and the common edge of triangular plate 4 12 and triangular plate 5 13 are valley line 22, and outer layer is according to counterclockwise point Not Wei trapezoidal plate 1, trapezoidal plate 2 16, trapezoidal plate 3 17, trapezoidal plate 4 18, trapezoidal plate 5 19 and trapezoidal plate 6 20, wherein ladder The common edge and trapezoidal plate 4 18 of shape plate 1 and trapezoidal plate 2 16 and the common edge of trapezoidal plate 5 19 are crest line 21, trapezoidal plate two 16 and the common edge of trapezoidal plate 3 17, the common edge of trapezoidal plate 3 17 and trapezoidal plate 4 18, trapezoidal plate 5 19 and trapezoidal plate 6 20 Common edge, trapezoidal plate 6 20 and trapezoidal plate 1 common edge be valley line 22;Between internal layer triangular plate and outer layer trapezoidal plate All common edges be all valley line 22;Adjacent plate is foldable outwardly along crest line 21, along valley line 22 to interior folding;To rolled over Fold the angle between the exterior normal for referring to adjacent plate and become big, refer to the folder between the exterior normal of adjacent plate to interior folding Angle diminishes;Become the length of free margins 27 of the trapezoidal plate three in length bilayer inner concave shape subelement 8 and become length bilayer inner concave shape Two valley lines 22 of the internal layer of unit 8 are unequal with the length sum of two crest lines 21 of outer layer;Become length bilayer inner concave shape subelement 8 In trapezoidal plate three the length of free margins 27 and the equal length of free margins 28 of trapezoidal plate five.
As shown in figure 4, support flat segments 3 are made up of the bracing members 29 and quadrangular steel sheets 4 of quadrangular section, quadrangle steel Plate 4 is welded on the end of the bracing members 29 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 (6)

1. a kind of end has the flexing induction support for becoming length bilayer inner concave shape induction unit, including confinement section and power consumption section, It is characterized in that:Also include a support flat segments, the power consumption section is arranged on the support flat segments two ends, in the power consumption section The other end described confinement section is set, power consumption section becomes axle of the length bilayer inner concave shape induction unit along support by least one Line direction constitutes, the change length bilayer inner concave shape induction unit be by m become the double-deck inner concave shape subelement of length circumferentially according to Secondary arrangement section is the space body of regular polygon, and the side number of the regular polygon is 2m, and m is the integer more than or equal to 2;Become length Double-deck inner concave shape subelement is by folding the space for being formed by six triangular plates in the same plane and six trapezoidal plates Body, six triangular plates are conllinear two-by-two and intersect at a summit, and six pieces of trapezoidal plates are centered around six pieces of outsides of triangular plate, internal layer Triangular plate one, triangular plate two, triangular plate three, triangular plate four, triangular plate five and triangle are respectively according to counterclockwise Shape plate six, the wherein common edge of triangular plate two and triangular plate three, the common edge of triangular plate three and triangular plate four, triangle The common edge of the common edge, triangular plate four and triangular plate five of shape plate five and triangular plate six is crest line, the He of triangular plate one The common edge of triangular plate two and the common edge of triangular plate four and triangular plate five are valley line, and outer layer is respectively according to counterclockwise Trapezoidal plate one, trapezoidal plate two, trapezoidal plate three, trapezoidal plate four, trapezoidal plate five and trapezoidal plate six, wherein trapezoidal plate one and trapezoidal plate two Common edge and the common edge of trapezoidal plate four and trapezoidal plate five be crest line, common edge, the trapezoidal plate of trapezoidal plate two and trapezoidal plate three Three and the common edge of the common edge of trapezoidal plate four, the common edge of trapezoidal plate five and trapezoidal plate six, trapezoidal plate six and trapezoidal plate one be Valley line;All common edges between the internal layer triangular plate and outer layer trapezoidal plate are all valley lines;Adjacent plate is along crest line It is foldable outwardly, along valley line to interior folding;The outward folding refers to that the angle between the exterior normal of adjacent plate becomes big, to Interior folding refers to that the angle between the exterior normal of adjacent plate diminishes;It is trapezoidal in the change length bilayer inner concave shape subelement The free edge lengths of plate three and become two valley lines of length bilayer inner concave shape subelement internal layer and outer layer two crest line length it With it is unequal;Become the free edge lengths and the free edge lengths of trapezoidal plate five of the trapezoidal plate three in length bilayer inner concave shape subelement It is equal.
2. end according to claim 1 has the flexing induction support for becoming length bilayer inner concave shape induction unit, and it is special Levy and be:One free margins of the trapezoidal plate four for becoming length bilayer inner concave shape subelement is double-deck with axially adjacent change length The free margins of the trapezoidal plate one of inner concave shape subelement overlaps and forms a crest line, becomes the trapezoidal plate of length bilayer inner concave shape subelement Five free margins overlaps with the free margins of the trapezoidal plate two of axially adjacent change length bilayer inner concave shape subelement and forms one Crest line.
3. end according to claim 1 has the flexing induction support for becoming length bilayer inner concave shape induction unit, and it is special Levy and be: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.
4. end according to claim 1 has the flexing induction support for becoming length bilayer inner concave shape induction unit, and it is special Levy and be:With the double-deck inner concave shape subelement end of the change length that be connected of power consumption section into by one perpendicular to axis direction and mistake Become the plane that the cross section on the summit of length bilayer inner concave shape subelement one is clipped.
5. there is the flexing for becoming length bilayer inner concave shape induction unit to induce branch according to any described ends of claim 1-4 Support, it is characterised in that:The end restraint section is made up of regular polygon steel plate, T-shaped short girder steel and connecting plate, regular polygon steel plate Power consumption section end is welded on, two T-shaped short girder steels are welded to connect with regular polygon steel plate, and connecting plate is clipped in two T-shaped short girder steels Centre, connecting plate is connected with T-shaped short girder steel with high-strength bolt, and the side number of the steel plate is more than or equal to 3.
6. there is the flexing for becoming length bilayer inner concave shape induction unit to induce branch according to any described ends of claim 1-4 Support, it is characterised in that:The support flat segments are made up of the steel pipe and regular polygon steel plate that section is regular polygon, regular polygon Steel plate is welded on the end of the steel pipe of equilateral polygon section, and power consumption section is welded to connect with regular polygon steel plate, the steel tube section Side number be more than or equal to 3.
CN201611029821.3A 2016-11-15 2016-11-15 A kind of end has the buckling induction support of the double-deck inner concave shape induction unit of elongated degree Active CN106760834B (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001020557A (en) * 1999-07-05 2001-01-23 Ohbayashi Corp Vibration control device of building
CN1113143C (en) * 1997-02-10 2003-07-02 新日本制铁株式会社 Vibration control member formed integrally with elasto-plastic and viscoelastic damper
CN203394140U (en) * 2013-08-07 2014-01-15 田鑫 Corrugated steel plate flame retardant polyurethane composite building structure
CN105888348A (en) * 2016-06-01 2016-08-24 东南大学 Buckling control support with diamond type energy dissipation units at ends

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1113143C (en) * 1997-02-10 2003-07-02 新日本制铁株式会社 Vibration control member formed integrally with elasto-plastic and viscoelastic damper
JP2001020557A (en) * 1999-07-05 2001-01-23 Ohbayashi Corp Vibration control device of building
CN203394140U (en) * 2013-08-07 2014-01-15 田鑫 Corrugated steel plate flame retardant polyurethane composite building structure
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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