CN107035014A - A kind of steel pipe rubber friction energy consumer - Google Patents

A kind of steel pipe rubber friction energy consumer Download PDF

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Publication number
CN107035014A
CN107035014A CN201710328106.8A CN201710328106A CN107035014A CN 107035014 A CN107035014 A CN 107035014A CN 201710328106 A CN201710328106 A CN 201710328106A CN 107035014 A CN107035014 A CN 107035014A
Authority
CN
China
Prior art keywords
steel pipe
friction
energy
friction energy
connection board
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201710328106.8A
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Chinese (zh)
Inventor
张龙飞
潘文
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Kunming University of Science and Technology
Original Assignee
Kunming University of Science and Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kunming University of Science and Technology filed Critical Kunming University of Science and Technology
Priority to CN201710328106.8A priority Critical patent/CN107035014A/en
Publication of CN107035014A publication Critical patent/CN107035014A/en
Pending legal-status Critical Current

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Classifications

    • 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

The invention discloses a kind of steel pipe rubber friction energy consumer, it is made up of left connection board, external friction steel pipe, inner support steel pipe, right connection board and friction energy-dissipating body;The diameter of the external friction steel pipe is more than inner support steel pipe, left connection board and the external friction steel pipe one end being relatively large in diameter are welded, the external friction steel pipe other end is free, friction energy-dissipating body is set in external friction steel pipe, friction energy-dissipating body is fixedly connected with the less inner support steel pipe one end of diameter, and the other end and the right connection board of inner support steel pipe are welded;Structure interlayer relative deformation is converted into the relative motion between friction energy-dissipating body and external friction steel pipe walls.Energy consumer of the present invention is consumed energy using scraping mechanism, simple structure, and clearly, energy dissipation capacity is strong, can be applied to multi- story and high- rise building for mechanical behavior, can also apply with villages and small towns local-style dwelling houses engineering, have wide range of applications;Pretension bolt pretightning force can be adjusted according to demand and adjusts the length of friction rubber block;It is with low cost, it is easy to industrialized production;Energy-conserving and environment-protective.

Description

A kind of steel pipe rubber friction energy consumer
Technical field
The present invention relates to a kind of steel pipe rubber friction energy consumer, belong to building energy-dissipating and shock-absorbing technical field.
Background technology
Earthquake is a kind of extraordinary serious natural calamity, in seismic process, and surface buildingses can be distorted deformation, When earthquake is more strong, or even it can cave in, so as to cause huge economic loss and casualties.To mitigate building earthquake Disaster, energy-dissipating and shock-absorbing technology is received significant attention.
Energy consumer is divided into velocity correlation type and the major class of displacement relationship type two according to the mechanism of consumed energy.Wherein velocity correlation Type energy consumer cost is high, and poor durability causes its cost performance not high;Mild steel damper performance is stable among displacement type energy consumer, It is smaller by such environmental effects, but require higher to machining and welding link, while using low-yield this damper more Steel, the requirement to material is higher, and undergoes after geological process and often to be changed because crossing large plastometric set, tends not to do To recycling, it is unfavorable for energy-conserving and environment-protective.
Because domestic earthquake frequently occurred in recent years, seimic disaster census finds that rural house is impaired the most serious, rural house Scarce capacity of providing fortification against earthquakes is its ultimate cause, and the energy-consuming product of maturation is unfavorable in the local-style dwelling houses of villages and small towns extensively because of its cost height Using, therefore exploitation can be applied to the low cost energy-consumption device of villages and small towns local-style dwelling houses and turns into the current villages and small towns local-style dwelling houses that improves and provide fortification against earthquakes ability Key issue.
The content of the invention
In view of the above-mentioned deficiencies in the prior art, it is an object of the present invention to provide a kind of steel pipe rubber friction energy consumer.
The technical scheme is that:A kind of steel pipe rubber friction energy consumer, by left connection board 1, external friction steel pipe 2, interior Supporting steel pipe 7, right connection board 8 and friction energy-dissipating body composition;
The diameter of the external friction steel pipe 2 is more than inner support steel pipe 7, left connection board 1 and the one end of external friction steel pipe 2 being relatively large in diameter Welding, the other end of external friction steel pipe 2 is free, friction energy-dissipating body is set in external friction steel pipe 2, friction energy-dissipating body and diameter are less The one end of inner support steel pipe 7 is fixedly connected, and the other end and the right connection board 8 of inner support steel pipe 7 are welded;By structure interlayer relative deformation It is converted into the relative motion between friction energy-dissipating body and the wall of external friction steel pipe 2.
The friction energy-dissipating body passes through two groups of frictions by pretension bolt 3, two groups of friction energy-dissipating monomer compositions, pretension bolt 3 Power consumption monomer and pretightning force formation one entirety and two groups of friction energy-dissipating monomers are tight by spring 5 produced by pretension bolt 3 It is closely connected to close;The friction energy-dissipating monomer is by one piece of friction rubber block 4, a flat spring 5 and two pieces of truncated cones 6 groups of blooms of pressurization Into provided with one piece of friction rubber block 4 and friction rubber block 4 and two in the middle of axially disposed two pieces of truncated cones pressurization bloom 6 Block truncated cone pressurization bloom 6 is brought into close contact, and one piece of side of friction rubber block 4 is glued with spring 5.
The spring 5 is butterfly spring or helical spring.
The external friction steel pipe 2, inner support steel pipe 7 are circular or square.
Connect or be hinged using board-like between the left connection board 1, right connection board 8 and building structure.
The beneficial effects of the invention are as follows:Energy consumer of the present invention is consumed energy using scraping mechanism, and simple structure, mechanical behavior is bright Really, energy dissipation capacity is strong, can be applied to multi- story and high- rise building, can also apply with villages and small towns local-style dwelling houses engineering, have wide range of applications;Can basis Demand adjusts pretension bolt pretightning force and adjusts the length of friction rubber block, so as to improve performance;By using common steel tube and Rubber is with low cost as material of main part, it is easy to industrialized production;Experience earthquake after can be continuing with and without change, profit In energy-conserving and environment-protective.
Brief description of the drawings
Fig. 1 is steel pipe rubber friction energy consumer schematic three dimensional views of the present invention;
Fig. 2 is steel pipe rubber friction energy consumer longitudinal section view of the present invention;
Fig. 3 is steel pipe rubber friction energy consumer A-A profiles of the present invention;
Fig. 4 is steel pipe rubber friction energy consumer B-B profiles of the present invention;
In figure it is each marked as:The left junction steel plates of 1-, 2- external friction steel pipes, 3- pretension bolts, 4- friction rubber blocks, 5- springs, 6- Truncated cone pressurization bloom, 7- inner support steel pipes, 8- right connection boards.
Embodiment
With reference to the accompanying drawings and examples, the invention will be further described, but present disclosure be not limited to it is described Scope.
Embodiment 1:As Figure 1-4, a kind of steel pipe rubber friction energy consumer, by left connection board 1, external friction steel pipe 2, interior Supporting steel pipe 7, right connection board 8 and friction energy-dissipating body composition;
The diameter of the external friction steel pipe 2 is more than inner support steel pipe 7, left connection board 1 and the one end of external friction steel pipe 2 being relatively large in diameter Welding, the other end of external friction steel pipe 2 is free, friction energy-dissipating body is set in external friction steel pipe 2, friction energy-dissipating body and diameter are less The one end of inner support steel pipe 7 is fixedly connected, and the other end and the right connection board 8 of inner support steel pipe 7 are welded;By structure interlayer relative deformation It is converted into the relative motion between friction energy-dissipating body and the wall of external friction steel pipe 2.
The friction energy-dissipating body can pass through two groups by pretension bolt 3, two groups of friction energy-dissipating monomer compositions, pretension bolt 3 Friction energy-dissipating monomer and pretightning force formation one entirety and two groups of friction energy-dissipating monomers pass through spring produced by pretension bolt 3 5 are brought into close contact;The friction energy-dissipating monomer is by one piece of friction rubber block 4, a flat spring 5 and two pieces of truncated cones pressurization blooms 6 In the middle of composition, axially disposed two pieces of truncated cones pressurization bloom 6 provided with one piece of friction rubber block 4 and friction rubber block 4 with Two pieces of truncated cone pressurization blooms 6 are brought into close contact, and one piece of side of friction rubber block 4 is glued with spring 5.
The spring 5 can be butterfly spring.
The external friction steel pipe 2, inner support steel pipe 7 can be square.
Board-like connection can be used between the left connection board 1, right connection board 8 and building structure.
Embodiment 2:As Figure 1-4, a kind of steel pipe rubber friction energy consumer, by left connection board 1, external friction steel pipe 2, interior Supporting steel pipe 7, right connection board 8 and friction energy-dissipating body composition;
The diameter of the external friction steel pipe 2 is more than inner support steel pipe 7, left connection board 1 and the one end of external friction steel pipe 2 being relatively large in diameter Welding, the other end of external friction steel pipe 2 is free, friction energy-dissipating body is set in external friction steel pipe 2, friction energy-dissipating body and diameter are less The one end of inner support steel pipe 7 is fixedly connected, and the other end and the right connection board 8 of inner support steel pipe 7 are welded;By structure interlayer relative deformation It is converted into the relative motion between friction energy-dissipating body and the wall of external friction steel pipe 2.
The friction energy-dissipating body can pass through two groups by pretension bolt 3, two groups of friction energy-dissipating monomer compositions, pretension bolt 3 Friction energy-dissipating monomer and pretightning force formation one entirety and two groups of friction energy-dissipating monomers pass through spring produced by pretension bolt 3 5 are brought into close contact;The friction energy-dissipating monomer is by one piece of friction rubber block 4, a flat spring 5 and two pieces of truncated cones pressurization blooms 6 In the middle of composition, axially disposed two pieces of truncated cones pressurization bloom 6 provided with one piece of friction rubber block 4 and friction rubber block 4 with Two pieces of truncated cone pressurization blooms 6 are brought into close contact, and one piece of side of friction rubber block 4 is glued with spring 5.
The spring 5 can be helical spring.
The external friction steel pipe 2, inner support steel pipe 7 can be circle.
It can use and be hinged between the left connection board 1, right connection board 8 and building structure.
The present invention the course of work be:
The pretightning force that the present invention is produced using pretension bolt 3 is by truncated cone pressurization bloom 6 and spring 5 to friction rubber block 4 Extruding is formed, friction rubber block 4 is produced and is radially expanded, so as to extrude the wall of external friction steel pipe 2, when coming earthquake, structure sheaf Between relative deformation be converted into relative motion between friction energy-dissipating body and the wall of external friction steel pipe 2, form friction energy-dissipating mechanism consumption ground Shake energy.
Above in conjunction with accompanying drawing to the present invention embodiment be explained in detail, but the present invention be not limited to it is above-mentioned Embodiment, can also be before present inventive concept not be departed from the knowledge that those of ordinary skill in the art possess Put that various changes can be made.

Claims (5)

1. a kind of steel pipe rubber friction energy consumer, it is characterised in that:By left connection board(1), external friction steel pipe(2), inner support steel Pipe(7), right connection board(8)With friction energy-dissipating body composition;
The external friction steel pipe(2)Diameter be more than inner support steel pipe(7), left connection board(1)With the external friction steel being relatively large in diameter Pipe(2)One end is welded, external friction steel pipe(2)The other end is free, external friction steel pipe(2)Interior setting friction energy-dissipating body, friction energy-dissipating Body and the less inner support steel pipe of diameter(7)One end is fixedly connected, inner support steel pipe(7)The other end and right connection board(8)Weldering Connect;Structure interlayer relative deformation is converted into friction energy-dissipating body and external friction steel pipe(2)Relative motion between wall.
2. steel pipe rubber friction energy consumer according to claim 1, it is characterised in that:The friction energy-dissipating body is by pretension spiral shell Bolt(3), two groups of friction energy-dissipating monomer compositions, pretension bolt(3)Through two groups of friction energy-dissipating monomers and pass through pretension bolt(3)Production Raw pretightning force forms an entirety and two groups of friction energy-dissipating monomers pass through spring(5)It is brought into close contact;The friction energy-dissipating monomer By one piece of friction rubber block(4), a flat spring(5)With two pieces of truncated cone pressurization blooms(6)Composition, axially disposed two pieces Truncated cone pressurization bloom(6)Centre is provided with one piece of friction rubber block(4)And friction rubber block(4)Pressurizeed with two pieces of truncated cones Bloom(6)It is brought into close contact, one piece of friction rubber block(4)Side is glued with spring(5).
3. steel pipe rubber friction energy consumer according to claim 2, it is characterised in that:The spring(5)For butterfly spring Or helical spring.
4. steel pipe rubber friction energy consumer according to claim 1, it is characterised in that:The external friction steel pipe(2), interior branch Support steel pipe(7)To be circular or square.
5. steel pipe rubber friction energy consumer according to claim 1, it is characterised in that:The left connection board(1), right connection Plate(8)Connect or be hinged using board-like between building structure.
CN201710328106.8A 2017-05-11 2017-05-11 A kind of steel pipe rubber friction energy consumer Pending CN107035014A (en)

Priority Applications (1)

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CN201710328106.8A CN107035014A (en) 2017-05-11 2017-05-11 A kind of steel pipe rubber friction energy consumer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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Publications (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107780694A (en) * 2017-11-22 2018-03-09 天津大学 A kind of frcition damper suitable for spatial mesh structure
CN112609855A (en) * 2020-12-11 2021-04-06 昆明理工大学 One-way self-resetting adjustable friction energy dissipation damper and use method thereof

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1694980A1 (en) * 2003-12-15 2006-08-30 Komperdell Sportartikel Gesellschaft m.b.H. Damping device
CN101525910A (en) * 2009-04-07 2009-09-09 同济大学 Grouting sleeve dissipative element with protection piece
CN103334509A (en) * 2013-07-10 2013-10-02 隔而固(青岛)振动控制有限公司 High-frequency tuning mass damper
US20140238796A1 (en) * 2013-02-25 2014-08-28 Hitachi Automotive Systems, Ltd. Shock absorber and vehicle using the same
CN104482093A (en) * 2014-12-03 2015-04-01 华侨大学 Self-resetting friction-changing damper
CN105351419A (en) * 2015-11-27 2016-02-24 北京工业大学 Plate-type centripetal friction damper with complex damping characteristics
CN105526296A (en) * 2016-01-26 2016-04-27 济南大学 Novel friction damper
CN205557886U (en) * 2016-04-11 2016-09-07 燕山大学 Compound friction damper of piston shape memory alloy

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1694980A1 (en) * 2003-12-15 2006-08-30 Komperdell Sportartikel Gesellschaft m.b.H. Damping device
CN101525910A (en) * 2009-04-07 2009-09-09 同济大学 Grouting sleeve dissipative element with protection piece
US20140238796A1 (en) * 2013-02-25 2014-08-28 Hitachi Automotive Systems, Ltd. Shock absorber and vehicle using the same
CN103334509A (en) * 2013-07-10 2013-10-02 隔而固(青岛)振动控制有限公司 High-frequency tuning mass damper
CN104482093A (en) * 2014-12-03 2015-04-01 华侨大学 Self-resetting friction-changing damper
CN105351419A (en) * 2015-11-27 2016-02-24 北京工业大学 Plate-type centripetal friction damper with complex damping characteristics
CN105526296A (en) * 2016-01-26 2016-04-27 济南大学 Novel friction damper
CN205557886U (en) * 2016-04-11 2016-09-07 燕山大学 Compound friction damper of piston shape memory alloy

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107780694A (en) * 2017-11-22 2018-03-09 天津大学 A kind of frcition damper suitable for spatial mesh structure
CN112609855A (en) * 2020-12-11 2021-04-06 昆明理工大学 One-way self-resetting adjustable friction energy dissipation damper and use method thereof
CN112609855B (en) * 2020-12-11 2022-05-06 昆明理工大学 One-way self-resetting adjustable friction energy dissipation damper and use method thereof

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Application publication date: 20170811