CN1978806A - Laminated steel plate energy-dissipation shock-absorbing damp - Google Patents
Laminated steel plate energy-dissipation shock-absorbing damp Download PDFInfo
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- CN1978806A CN1978806A CN 200510048659 CN200510048659A CN1978806A CN 1978806 A CN1978806 A CN 1978806A CN 200510048659 CN200510048659 CN 200510048659 CN 200510048659 A CN200510048659 A CN 200510048659A CN 1978806 A CN1978806 A CN 1978806A
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- steel plate
- energy
- helper spring
- absorbing
- shock
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Abstract
The invention relates to folding steel plate energy dissipating damping damper. Its feature is that it is formed by many steel plates with same width, same thickness, but different length. The two sides of the middle main steel plate are set at least two layers of symmetrical helper spring. The steel plate is connected with the lower bearing. The middle main steel plate is connected with the upper bearing. The two upper outer ends of the helper spring are connected. The invention has the advantages of big rigidity, strong deformability, simple structure, easy installing, good durability etc which can supply earthquake resistance damper for building structure.
Description
Technical field
The present invention relates to technical field of buildings, specifically laminated steel plate energy-dissipation shock-absorbing damp.
Background technology
The energy-dissipating and shock-absorbing of building structure is meant privileged site (between beam column) the installing damper in building structure.When earthquake takes place; under the situation of little shake; damper has enough rigidity to satisfy the normal use of building; under the situation of middle shake, big shake; along with the increasing of building lateral displacement, the damper energy rate is introduced into inelastic state, consumes the seismic energy of input structure in a large number; thereby protection agent structure (beam, post, wall) exempts from seismic damage, guarantees building safety.
The energy-dissipating and shock-absorbing of general building structure is formed the energy-dissipating and shock-absorbing system by damper, shaped steel or the support of concrete herringbone and is connected with the agent structure of building by (as accompanying drawing 1), and damper wherein is the key device in the energy-dissipating and shock-absorbing system.
Present known metal damper as triangle, X-shaped, circular arc, two annular, square frame shape mild steel damper, all is to come earthquake energy by plastic deformation of metal material.These metal dampers are because planform is single, and its initial stiffness is not high, and yield deformation is less than normal, and energy-dissipating property is undesirable, and when the energy-dissipating and shock-absorbing design of carrying out building structure aseismatic, rigidity, yield deformation and the energy dissipation capacity of existing metal damper can not be taken into account.Initial stiffness is too little, can not satisfy the normal use under the situation of little shake; Yield deformation and energy dissipation capacity are poor, under shake and the big earthquake situations condition enough energy dissipation capacities are arranged in can not guaranteeing.Single metal damper will possess bigger rigidity simultaneously and distortion energy dissipation capacity itself is a pair of contradiction.
Summary of the invention
The purpose of this invention is to provide and a kind ofly possess bigger rigidity and deformability simultaneously under the situation that earthquake takes place, can bear most geological process power, the protection major structure of construction exempts from the laminated steel plate energy-dissipation shock-absorbing damp of seismic damage.
The present invention is directed to prior art problems and difficulty, the mechanical performance of utilization mechanics principle and steel is designed a kind of brand-new " laminated steel plate energy-dissipation shock-absorbing damp ".
Existing known metal damper is an example with triangle steel plate damper, under the effect of earthquake horizontal force P, and its stiffness K and yield deformation Δ
yExpression formula as follows:
K=Ebt
3/ 6L
3----------formula (1)
Δ
y=f
yL
2/ Et----------formula (2)
The horizontal rigidity of K----triangle steel plate damper
Δ
yThe yield deformation of----triangle steel plate damper
The modulus of elasticity of E----steel
f
yThe yield strength of----steel
B----triangle steel plate bottom width
T----triangle steel plate thickness
L----triangle steel plate height
Triangle steel plate resistance Buddhist nun utensil has the evenly advantage of (iso-stress) of plate face stress, can find out from formula (1), formula (2), and the effective way that improves stiffness K is to reduce plate hight L, but its yield deformation Δ simultaneously
yReduce too much, monolithic triangle steel plate damper energy dissipation capacity is lower.Other X-shaped, circular arc, two annular, square frame shape mild steel damper all have similar characteristics.
Laminated steel plate energy-dissipation shock-absorbing damp of the present invention,, uniform thickness wide by multi-disc, not isometric steel plate symmetry are formed by stacking, the stressed principle of utilization iso-stress beam, under the effect of earthquake horizontal force, each sheet steel plate stress is even.
Laminated steel plate energy-dissipation shock-absorbing damp of the present invention is made up of width such as multi-disc, equal thickness, the steel plate that is uneven in length; At least the superimposed helper spring of two-layer symmetry is arranged in middle main steel plate both sides, and steel plate and undersetting are connected and fixed, and middle main steel plate also is connected with upper bracket, and two outer ends, top of both sides helper spring connect, and middle main steel plate and helper spring are clamped layer by layer.Guarantee laminated steel plate co-operation bulk deformation under action of horizontal seismic, and can be on the laminated steel plate contact surface Frictional Slipping relatively.
The bottom of main steel plate and helper spring is run through continuous by screw rod and is connected with undersetting, and two outer ends, top of both sides helper spring are also connected by the screw rod bolt.Middle main steel plate is the longest, and both sides helper spring length is equidistant successively to shorten.
Laminated steel plate energy-dissipation shock-absorbing damp of the present invention has the advantages that rigidity is big, deformability is strong, energy dissipation capacity is strong, and it is stressed clear and definite, and mechanism is simple, and is easily manufactured, is easy to installation and maintenance, good endurance.During engineering design, by adjusting quantity n, thickness t, width b, length L and the length difference s of steel plate, can design and manufacture the damper of different initial stiffnesses and energy dissipation capacity, it is big to have rigidity, the characteristics that deformability and energy dissipation capacity are strong provide the resistance of sufficient opposing violent earthquake for building structure.
Description of drawings
Accompanying drawing 1 is the layout schematic diagram of energy-dissipating and shock-absorbing system in building structure.
Accompanying drawing 2 is laminated steel plate energy-dissipation shock-absorbing damp structural representations of the present invention.
Accompanying drawing 3 is laminated steel plate energy-dissipation shock-absorbing damp phantom drawings of the present invention.
Among the figure, the 1-main steel plate, the 2-helper spring, the 3-undersetting, the 4-upper bracket, the 5-connecting screw rod, the 6-connecting screw rod, the 7-nut, the 8-damper, the 9-herringbone supports.
The specific embodiment
As shown in Figure 3, be laminated steel plate energy-dissipation shock-absorbing damp of the present invention by width such as multi-disc, equal thickness, superimposed composition of steel plate symmetry of being uneven in length, middle main steel plate 1 links to each other with upper bracket 4 with undersetting 3, both sides helper spring 2 (side has three layers) links to each other with undersetting 3, the bottom opened round bolt hole of main steel plate and helper spring, run through by screw rod 5 and to link to each other and be connected with undersetting, two outer ends, top of both sides helper spring have the Long Circle bolt hole, and, middle main steel plate and helper spring are clamped by screw rod 6 connections.Middle main steel plate is the longest, and both sides helper spring length is equidistant successively to shorten.
Laminated steel plate energy-dissipation shock-absorbing damp of the present invention can be used for the building of multilayer, high-rise concrete structure and steel work, supporting (shaped steel or concrete) by herringbone links to each other with the building structure main body, connection can adopt bolt to connect also can adopt welding, form energy-dissipating and shock-absorbing structural system, solve the safety issue of building structure under the violent earthquake effect, this device can be used in the new construction, also can be used in the seismic hardening improvement project.
The steel of making laminated steel plate energy-dissipation shock-absorbing damp select for use GB/T700-1988 carbon constructional steel plate Q195, Q215, Q235 all can, this kind steel strength is low, ductility good.
Claims (3)
1, a kind of laminated steel plate energy-dissipation shock-absorbing damp is characterized in that being made up of width such as multi-disc, equal thickness, the steel plate that is uneven in length; At least the superimposed helper spring of two-layer symmetry is arranged in middle main steel plate both sides, and steel plate and undersetting are connected and fixed, and middle main steel plate also is connected with upper bracket, and two outer ends, top of both sides helper spring connect, and middle main steel plate and helper spring are clamped layer by layer.
2, laminated steel plate energy-dissipation shock-absorbing damp according to claim 1, the bottom that it is characterized in that main steel plate and helper spring are run through by screw rod and link to each other and be connected with undersetting, and two outer ends, top of both sides helper spring are also connected by the screw rod bolt.
3, laminated steel plate energy-dissipation shock-absorbing damp according to claim 1, main steel plate is the longest in the middle of it is characterized in that, and both sides helper spring length is equidistant successively to shorten.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100486595A CN100516394C (en) | 2005-12-02 | 2005-12-02 | Laminated steel plate energy-dissipation shock-absorbing damp |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100486595A CN100516394C (en) | 2005-12-02 | 2005-12-02 | Laminated steel plate energy-dissipation shock-absorbing damp |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1978806A true CN1978806A (en) | 2007-06-13 |
| CN100516394C CN100516394C (en) | 2009-07-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100486595A Expired - Fee Related CN100516394C (en) | 2005-12-02 | 2005-12-02 | Laminated steel plate energy-dissipation shock-absorbing damp |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011439A (en) * | 2010-11-24 | 2011-04-13 | 南京工业大学 | Staged Yield Type Mild Steel Damper |
| CN102392498A (en) * | 2011-10-19 | 2012-03-28 | 沈阳建筑大学 | Four-concave edge porous metal damper |
| CN103410238A (en) * | 2013-05-23 | 2013-11-27 | 上海大学 | Multidirectional friction tensile damper |
| CN103835392A (en) * | 2014-03-20 | 2014-06-04 | 陈明中 | Multistage articulated viscous damping wall |
| CN104278771A (en) * | 2014-11-08 | 2015-01-14 | 哈尔滨工业大学 | Triangular steel plate damper |
| CN105569223A (en) * | 2016-02-01 | 2016-05-11 | 中国地震局工程力学研究所 | High-low-strength multi-layer steel plate combined self-centering energy dissipating wall |
| CN110805202A (en) * | 2019-11-21 | 2020-02-18 | 大连交通大学 | Replaceable energy-consumption connecting beam with self-resetting function |
| CN111794085A (en) * | 2020-07-17 | 2020-10-20 | 河北工业大学 | Variable cross-section yielding L-shaped metal damper |
| CN113775073A (en) * | 2021-09-24 | 2021-12-10 | 中衡设计集团股份有限公司 | Assembled shear type damper with vertical constraint release |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2596444B1 (en) * | 1986-04-01 | 1990-07-13 | Cogema | REMOVABLE PARTITION AND RESISTANT TO EARTHQUAKES |
| JP2617106B2 (en) * | 1987-10-16 | 1997-06-04 | 株式会社ブリヂストン | Building vibration control device |
| JP2001511007A (en) * | 1997-02-10 | 2001-08-07 | カナダ国 | Transgenic potato with reduced levels of α-glucan L-type or H-type tuber phosphorylase with reduced cold-induced sweetness increase |
| CN1096534C (en) * | 2000-03-10 | 2002-12-18 | 东南大学 | Vertical earthquake isolating equipment for engineering structure |
| CN2628613Y (en) * | 2003-01-10 | 2004-07-28 | 王彦博 | Non-welding universal structural antishocking apparatus |
| CN1211543C (en) * | 2003-01-17 | 2005-07-20 | 姜袁 | Vertical disc spaced shake energy deplating damper |
| CN2846571Y (en) * | 2005-12-02 | 2006-12-13 | 卢锐 | Laminated steel plate energy eliminating shock-proof damper |
-
2005
- 2005-12-02 CN CNB2005100486595A patent/CN100516394C/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011439A (en) * | 2010-11-24 | 2011-04-13 | 南京工业大学 | Staged Yield Type Mild Steel Damper |
| CN102011439B (en) * | 2010-11-24 | 2012-01-04 | 南京工业大学 | Staged Yield Type Mild Steel Damper |
| CN102392498A (en) * | 2011-10-19 | 2012-03-28 | 沈阳建筑大学 | Four-concave edge porous metal damper |
| CN103410238A (en) * | 2013-05-23 | 2013-11-27 | 上海大学 | Multidirectional friction tensile damper |
| CN103410238B (en) * | 2013-05-23 | 2015-12-30 | 上海大学 | A kind of multidirectional friction tensile damping device |
| CN103835392A (en) * | 2014-03-20 | 2014-06-04 | 陈明中 | Multistage articulated viscous damping wall |
| CN103835392B (en) * | 2014-03-20 | 2016-08-17 | 陈明中 | Multistage radial type viscous damping wall |
| CN104278771A (en) * | 2014-11-08 | 2015-01-14 | 哈尔滨工业大学 | Triangular steel plate damper |
| CN105569223A (en) * | 2016-02-01 | 2016-05-11 | 中国地震局工程力学研究所 | High-low-strength multi-layer steel plate combined self-centering energy dissipating wall |
| CN110805202A (en) * | 2019-11-21 | 2020-02-18 | 大连交通大学 | Replaceable energy-consumption connecting beam with self-resetting function |
| CN111794085A (en) * | 2020-07-17 | 2020-10-20 | 河北工业大学 | Variable cross-section yielding L-shaped metal damper |
| CN113775073A (en) * | 2021-09-24 | 2021-12-10 | 中衡设计集团股份有限公司 | Assembled shear type damper with vertical constraint release |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100516394C (en) | 2009-07-22 |
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Granted publication date: 20090722 Termination date: 20121202 |