CN106401001A - Low-yield-point steel energy consumption and adhesion energy consumption damper - Google Patents
Low-yield-point steel energy consumption and adhesion energy consumption damper Download PDFInfo
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- CN106401001A CN106401001A CN201610986495.9A CN201610986495A CN106401001A CN 106401001 A CN106401001 A CN 106401001A CN 201610986495 A CN201610986495 A CN 201610986495A CN 106401001 A CN106401001 A CN 106401001A
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- energy
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- power consumption
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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
The invention relates to a low-yield-point steel energy consumption and adhesion energy consumption damper which comprises an upper connection plate and a lower connection plate which are oppositely arranged, a plurality of transverse energy consumption plates fixedly arranged between the upper connection plate and the lower connection plate, vertical surrounding and protecting plates which are fixedly arranged on the lower connection plate, are arranged on two sides of the transverse energy consumption plates in a blocking manner and form cavities with every two adjacent transverse energy consumption plates, cover plates covering the cavities, viscous fluid filling the cavities, and adhesion energy consumption steel plates fixedly arranged on the upper connection plate, wherein the bottoms of the adhesion energy consumption steel plates are arranged on the cover plates in a penetrating manner and are arranged in the corresponding cavities. The damper disclosed by the invention has two energy consumption modes, i.e. low-yield-point steel energy consumption and adhesion energy consumption; under the action of minor shock, an energy consumption plate is yielded, and the minor-shock yielding of the energy consumption plate is compensated by taking adhesion energy consumption measures; and the problem of reduction of the energy consumption property under moderate shock and large shock due to early development of a metal damper under the minor shock is solved.
Description
Technical field
The present invention relates to technical field of structural engineering, refer in particular to a kind of Low Yield Point Steel power consumption and viscous energy-consumption damper.
Background technology
Metal damper be a class energy-dissipating property superior, simply constructed building energy-dissipating and shock-absorbing (shaking) device, its consume energy machine
After reason is metal material surrender, produces hysteresis and deform come the energy in input structure that to dissipate, thus reaching the purpose of energy-dissipating and shock-absorbing.
The advantage of metal damper includes：Hysteretic energy stable performance, low-Cycle Fatigue Characteristics are good, and simple structure is cheap, are not subject to ring
Border affects, and energy-dissipating property is obvious.
Low Yield Point Steel refers to steel between 100Mpa-235Mpa for the yield strength.The yield strength of Low Yield Point Steel
Low, deformability is strong, and plasticity energy-dissipating property is good.Using low-yield steel making antivibrator, under earthquake and wind shake act on, metal
Energy-consuming parts are surrendered before agent structure enters elastic-plastic phase, thus absorbing earthquake and wind shake energy.
However, metal damper still has many defects in terms of design and performance, its Major Difficulties is bending of antivibrator
Clothes point is difficult to mate it is difficult to meet little shake and wind shake simultaneously with the critical point of agent structure elastic stage and elastic-plastic phase, in
Structural Design Requirement under shake and big shake.The design yield displacement of part metals antivibrator is bigger than normal, under middle shake effect, antivibrator
Not yet surrender, do not play energy-dissipating and shock-absorbing effect.The yield displacement of part metals antivibrator is less, under little shake and wind shake effect
Antivibrator surrenders power consumption, and energy dissipation capacity plays the energy-dissipating property under reducing middle shake and shaking greatly too early.
Content of the invention
It is an object of the invention to overcoming the defect of prior art, provide a kind of Low Yield Point Steel power consumption and viscous power consumption resistance
Buddhist nun's device, solve prior art in metal damper design yield displacement bigger than normal and lead to middle shake effect bottombearing damper not yet in the wrong
Clothes do not play consume cushioning effect problem, and metal damper yield displacement less and lead to little shake and wind shake effect
Bottombearing damper surrenders power consumption so that energy dissipation capacity plays too early and reduces the middle problem shaken with the energy-dissipating property under big shake.
The technical scheme realizing above-mentioned purpose is：
The invention provides a kind of Low Yield Point Steel power consumption and viscous energy-consumption damper, including：
The upper junction plate being oppositely arranged and lower connecting plate；
Be fixedly arranged on the multiple horizontal Wasted-energy steel plate between described upper junction plate and described lower connecting plate, described horizontal Wasted-energy steel plate with
The middle side edge that described upper junction plate connects is provided with the groove in inverted trapezoidal；
It is fixedly arranged on the vertical wall interior panel on described lower connecting plate, described vertical wall interior panel keeps off located at described horizontal Wasted-energy steel plate
Both sides, and enclose between adjacent two horizontal Wasted-energy steel plates and be formed with cavity；
Cover the cover plate of described cavity, described cover plate is at the bottom of described groove；
It is filled in the viscous fluid in described cavity；And
It is fixedly arranged on the viscous Wasted-energy steel plate of described upper junction plate, the bottom of described viscous Wasted-energy steel plate wears described cover plate simultaneously
It is placed in corresponding described cavity.
The antivibrator of the present invention has Low Yield Point Steel surrender power consumption and viscous two kinds of power consumption modes of power consumption, in little shake effect
Lower Wasted-energy steel plate produces surrender, little to Wasted-energy steel plate followed by viscous power consumption measure (including viscous fluid and viscous Wasted-energy steel plate)
Shake surrender compensates, solve metal damper energy dissipation capacity under little shake play too early and in reducing shake and big shake under
The problem of energy-dissipating property.The groove of inverted trapezoidal is offered on horizontal Wasted-energy steel plate, the side of Wasted-energy steel plate defines in groove both sides
Trapezoidal foot, this trapezoidal foot is connected with upper junction plate, and under shock effect, trapezoidal foot surrender produces plasticity power consumption, to reach damping
Effect.Formation cavity is enclosed by Wasted-energy steel plate, in cavity, is filled with viscous fluid, and in viscous fluid, be inserted with viscous power consumption
Steel plate, viscous Wasted-energy steel plate and viscous fluid produce and are consumed energy after relative velocity, to reach the effect of damping.
Low Yield Point Steel power consumption of the present invention further improvement is that, the bottom surface of described cover plate is covered with viscous energy-consumption damper
It is provided with flame retardant rubber layer.
Low Yield Point Steel power consumption of the present invention be further improvement is that with viscous energy-consumption damper, described viscous Wasted-energy steel plate
The surface of the part in described cavity is provided with multiple raised lines.
Low Yield Point Steel power consumption of the present invention be further improvement is that with viscous energy-consumption damper, also fills out and set in described cavity
There is metallic particles.
Low Yield Point Steel power consumption of the present invention further improvement is that, described metallic particles is ball with viscous energy-consumption damper
Shape.
Low Yield Point Steel power consumption of the present invention further improvement is that, described viscous fluid is liquid with viscous energy-consumption damper
Force feed, organic silicone oil or silicon substrate glue.
Low Yield Point Steel power consumption of the present invention further improvement is that, described horizontal Wasted-energy steel plate is with viscous energy-consumption damper
Low Yield Point Steel Wasted-energy steel plate.
Low Yield Point Steel power consumption of the present invention be further improvement is that with viscous energy-consumption damper, described viscous Wasted-energy steel plate
It is installed with setting spacing and the described horizontal Wasted-energy steel plate of its both sides and described vertical wall interior panel between.
Low Yield Point Steel power consumption of the present invention be further improvement is that with viscous energy-consumption damper, described viscous Wasted-energy steel plate
It is installed with setting spacing and described lower connecting plate between.
Brief description
Fig. 1 is the front view of Low Yield Point Steel of the present invention power consumption and viscous energy-consumption damper.
Fig. 2 is the side view of Low Yield Point Steel of the present invention power consumption and viscous energy-consumption damper.
Fig. 3 is the A-A sectional view in Fig. 1.
Fig. 4 is the B-B sectional view in Fig. 1.
Fig. 5 is that the Low Yield Point Steel power consumption of the present invention is applied to the first of building structure with viscous energy-consumption damper and is connected
The structural representation of mode.
Fig. 6 be the present invention Low Yield Point Steel power consumption be applied to building structure with viscous energy-consumption damper second be connected
The structural representation of mode.
Fig. 7 is that the Low Yield Point Steel power consumption of the present invention is applied to the third of building structure with viscous energy-consumption damper and is connected
The structural representation of mode.
Specific embodiment
The invention will be further described with specific embodiment below in conjunction with the accompanying drawings.
The invention provides a kind of Low Yield Point Steel power consumption and viscous energy-consumption damper, for the damping consumption of building structure
Can, when structure is in elastic stage, Low Yield Point Steel surrender power consumption, viscous power consumption simultaneously effect also played it is ensured that
Structure is in antivibrator during elastic-plastic phase and has higher energy-dissipating property.Viscous power consumption is the viscous damping using viscous liquid
Dissipation vibrational energy, the power consumption measure of suppression Oscillation Amplitude.The major advantage of viscous power consumption measure is：Can provide to structure
Larger additional damping, is substantially reduced structural vibration；Do not provide additional stiffness to structure while additional damping is provided, no
Horizontal seismic force suffered by structure can be increased.The antivibrator of the present invention includes being connected to horizontal between upper junction plate and lower connecting plate
Wasted-energy steel plate, located at the vertical wall interior panel of lower connecting plate, encloses formation cavity, cavity between this vertical wall interior panel and horizontal Wasted-energy steel plate
Inside it is filled with viscous fluid, viscous Wasted-energy steel plate is installed with upper junction plate, this viscous Wasted-energy steel plate extend into viscous fluid
In.The power consumption principle of the antivibrator of the present invention is：Under little shake effect, Low Yield Point Steel Wasted-energy steel plate (horizontal Wasted-energy steel plate) surrender is produced
Raw plasticity power consumption, produces relative velocity between viscous Wasted-energy steel plate and viscous fluid simultaneously, forms viscous power consumption, to metal damper
Under little shake, surrender power consumption compensates.Below in conjunction with the accompanying drawings Low Yield Point Steel of the present invention power consumption is entered with viscous energy-consumption damper
Row explanation.
As depicted in figs. 1 and 2, the invention provides a kind of Low Yield Point Steel power consumption with viscous energy-consumption damper, including on
Connecting plate 21, lower connecting plate 22, horizontal Wasted-energy steel plate 23, vertical wall interior panel 24, cover plate 26 and viscous Wasted-energy steel plate 27, upper company
Fishplate bar 21 and lower connecting plate 22 are oppositely arranged, and are equipped with connecting hole on upper junction plate 21 and lower connecting plate 22, for installing resistance
Buddhist nun's device.Laterally Wasted-energy steel plate 23 is installed between upper junction plate 21 and lower connecting plate 22, and this horizontal Wasted-energy steel plate 23 is multiple, and is spaced
Setting, the middle side edge that horizontal Wasted-energy steel plate 23 is connected with upper junction plate 21 is provided with the groove 231 in inverted trapezoidal, this horizontal Wasted-energy steel plate
23 side is formed with trapezoidal foot in groove 231 both sides, and this trapezoidal foot and upper junction plate 21 are connected.Vertical wall interior panel 24 is solid
It is located on lower connecting plate 22, vertical wall interior panel 24 keeps off the both sides located at horizontal Wasted-energy steel plate 23, in conjunction with shown in Fig. 3 and Fig. 4, and vertically
Enclose between wall interior panel 24 and horizontal Wasted-energy steel plate 24 and be formed with cavity 25, cover plate 26 is covered in the top of cavity 25, this cover plate 26
At the bottom of the groove 231 in horizontal Wasted-energy steel plate 23, the cavity that cavity 25 is closing is made by the capping of cover plate 26,
It is filled with viscous fluid in cavity 25.Viscous Wasted-energy steel plate 27 is installed on upper junction plate 21, and this viscous Wasted-energy steel plate 27 is provided with
Multiple, and interval setting, the bottom of viscous Wasted-energy steel plate 27 wears cover plate 26 and is placed in corresponding cavity 25.Viscous power consumption steel
The quantity of plate 27 setting is identical with the quantity of the cavity 25 being formed.
The trapezoidal foot that one side of the horizontal Wasted-energy steel plate in the present invention is formed is connected with upper junction plate, in little shake, this ladder
Shape foot produces surrender, produces plasticity power consumption, and viscous Wasted-energy steel plate and viscous fluid produce relative velocity simultaneously, forms viscous consumption
Can, surrender power consumption under little shake for the trapezoidal foot is compensated, it is to avoid it surrender power consumption under little shake act on so that the energy that consumes energy
Power shakes the problem with the energy-dissipating property under big shake in playing too early and reducing.
As a better embodiment of the present invention, as shown in figure 3, the bottom surface of cover plate 26 is covered with flame retardant rubber layer 261,
The bottom surface of cover plate 26 is the face in cavity 25.Cover plate 26 offers the groove passing through for viscous Wasted-energy steel plate 27, passes through
Flame retardant rubber layer 261 is set in bottom surface, the groove that cover plate 26 is opened is served with the effect of sealing so that cavity 25 is in airtight knot
Structure.Flame retardant rubber layer 261 also acts fire-retardant effect, prevents viscous fluid from leading to too high initiation of heat to be pacified because of frictional impact
Entirely dangerous.
The surface of the part being located in cavity 25 as a better embodiment of the present invention, viscous Wasted-energy steel plate 27 is provided with
Multiple raised lines 271, raised line 271 semicircular in shape shape, raised line 271 is along the length direction setting of viscous Wasted-energy steel plate 27.By
Raised line 271 is arranged on viscous Wasted-energy steel plate 27, increases the extruding power consumption effect between viscous Wasted-energy steel plate 27 and viscous fluid.Preferably
Ground, has also dosed metallic particles in viscous fluid, has filled out in cavity 25 and be provided with metallic particles.Set on viscous Wasted-energy steel plate 27
The raised line 271 put, increased the friction between viscous Wasted-energy steel plate 27 and metallic particles and energy by collision, improve energy dissipation capacity and
Energy consumption effect.The metallic particles being added is ball shaped particles.This metallic particles adopts the metal material such as steel, copper, aluminum, lead.
As a better embodiment of the present invention, viscous fluid is hydraulic oil, organic silicone oil or silicon substrate glue.
As a better embodiment of the present invention, horizontal Wasted-energy steel plate 23 adopts Low Yield Point Steel Wasted-energy steel plate.Upper junction plate
21 and lower connecting plate 22 adopt general steel plate make, in more than 235Mpa, viscous Wasted-energy steel plate 27 adopts the yield strength of steel plate
General steel plate makes, and the yield strength of steel plate is in more than 235Mpa.Viscous Wasted-energy steel plate 27 extend into part in cavity 25 with
It is installed with setting spacing, the bottom of viscous Wasted-energy steel plate 27 between the horizontal Wasted-energy steel plate 23 of its both sides and vertical Wasted-energy steel plate 24
Also it is installed with setting spacing and lower connecting plate 22 between.
As shown in Figure 5 it is shown that Low Yield Point Steel of the present invention power consumption is applied to building structure with viscous energy-consumption damper
The structural representation of the first connected mode.This frame structure includes cross member 11 and vertical member 12, and antivibrator passes through upper
Connecting plate 21 is connected with cross member 11.It is internally provided with holding members 13 in frame structure, this holding members 13 passes through
Support connector 14 in frame structure, this support connector 14 one end is fixed on the corner of frame structure, the other end with
Holding members 13 are connected.Antivibrator is connected with holding members 13 by lower connecting plate 22, and antivibrator is installed on frame
Frame structure.When frame structure is subject to geological process, under little shake, the low-yield Wasted-energy steel plate trapezoidal foot adjacent with upper junction plate
Surrender, produces plasticity power consumption, produces relative velocity simultaneously between viscous Wasted-energy steel plate and viscous fluid, forms viscous power consumption, to ladder
The surrender power consumption of shape foot compensates.Under middle shake and big shake, Low Yield Point Steel Wasted-energy steel plate is surrendered, and produces plasticity power consumption, with
When viscous Wasted-energy steel plate and viscous fluid produce relative velocity, form viscous power consumption, and the surface of viscous Wasted-energy steel plate be provided with convex
Bar, enhances the extruding power consumption effect between viscous Wasted-energy steel plate and viscous fluid, increased viscous Wasted-energy steel plate and metallic particles
Between friction and energy by collision.Increased metallic particles in the viscous fluid of the present invention, increased viscous fluid and metallic particles
Between, between metallic particles, and the friction between metallic particles and cavity four wall and energy by collision.This antivibrator can effectively consume
The earthquake energy of scattered input structure.
As shown in Figure 6 it is shown that Low Yield Point Steel of the present invention power consumption is applied to building structure with viscous energy-consumption damper
The structural representation of second connected mode.This frame structure includes cross member 11 and vertical member 12, in frame structure
Portion has installed two holding members 13, and holding members 13 pass through to support connector 14 to be suspended in frame structure, support connector
14 one end is fixedly arranged on the corner of frame structure, and the other end is fixedly connected with corresponding holding members 13.Antivibrator passes through upper company
Fishplate bar 21 is fixedly connected with the holding members 13 on top, is fixedly connected with the holding members 13 of bottom by lower connecting plate 22, will
Antivibrator is installed on frame structure.When frame structure is subject to geological process, under little shake, low-yield Wasted-energy steel plate and upper connection
The adjacent trapezoidal foot surrender of plate, produces plasticity power consumption, produces relative velocity simultaneously between viscous Wasted-energy steel plate and viscous fluid, formed
Viscous consumes energy, and the surrender power consumption of trapezoidal foot is compensated.Under middle shake and big shake, Low Yield Point Steel Wasted-energy steel plate is surrendered, and produces
Raw plasticity power consumption, viscous Wasted-energy steel plate and viscous fluid produce relative velocity, formation viscous power consumption, and viscous Wasted-energy steel plate simultaneously
Surface is provided with raised line, enhances the extruding power consumption effect between viscous Wasted-energy steel plate and viscous fluid, increased viscous power consumption steel
Friction between plate and metallic particles and energy by collision.Increased metallic particles in the viscous fluid of the present invention, increased viscous flow
Between body and metallic particles, between metallic particles, and the friction between metallic particles and cavity four wall and energy by collision.This damping
Device can effectively dissipate the earthquake energy of input structure.
As shown in Figure 7 it is shown that Low Yield Point Steel of the present invention power consumption is applied to building structure with viscous energy-consumption damper
The structural representation of the third connected mode.This frame structure includes cross member 11 and vertical member 12, in cross member 11
Lower section be provided with body of wall 15, body of wall 15 be located at frame structure inside, install antivibrator when, by upper junction plate 21 and cross member
11 are fixedly connected, and lower connecting plate 22 is fixedly connected with body of wall 15, antivibrator is installed in frame structure.It is subject in frame structure
During to geological process, under little shake, the trapezoidal foot surrender adjacent with upper junction plate of low-yield Wasted-energy steel plate, produce plasticity power consumption,
Produce relative velocity between viscous Wasted-energy steel plate and viscous fluid simultaneously, form viscous power consumption, the surrender power consumption of trapezoidal foot is mended
Repay.Middle shake and big shake under, Low Yield Point Steel Wasted-energy steel plate is surrendered, and produces plasticity power consumption, simultaneously viscous Wasted-energy steel plate with viscous
Viscous flow body produces relative velocity, forms viscous power consumption, and the surface of viscous Wasted-energy steel plate is provided with raised line, enhances viscous power consumption steel
Extruding power consumption effect between plate and viscous fluid, increased the friction between viscous Wasted-energy steel plate and metallic particles and energy by collision.
Increased metallic particles in the viscous fluid of the present invention, increased between viscous fluid and metallic particles, between metallic particles, and
Friction between metallic particles and cavity four wall and energy by collision.This antivibrator can effectively dissipate the earthquake kinetic energy of input structure
Amount.
Low Yield Point Steel power consumption of the present invention is had the beneficial effect that with viscous energy-consumption damper：
Threshold value due to metal damper surrender power consumption is difficult to control to, for avoiding it not yet to surrender in middle shake with shaking greatly,
So that Low Yield Point Steel Wasted-energy steel plate is surrendered under little shake acts in damper designs of the present invention, subsequently adopt viscous power consumption measure to low
The little shake surrender power consumption of yield point steel Wasted-energy steel plate compensates.
Wasted-energy steel plate is made using Low Yield Point Steel, power consumption plate shape is approximately V-arrangement, by " the ladder being connected with upper junction plate
Shape foot " surrender produces plasticity power consumption.Low Yield Point Steel Wasted-energy steel plate goes along with sb. to guard him formation cavity simultaneously.
In viscous fluid place spherical metallic particles, increased between viscous fluid and spheroidal particle, spheroidal particle it
Between, the friction between spheroidal particle and cavity four wall and energy by collision.
In cavity middle setting viscous Wasted-energy steel plate, viscous Wasted-energy steel plate and viscous fluid produce and consume energy after relative velocity.
The semicircle raised line of viscous Wasted-energy steel plate surface setting, increased the extruding power consumption effect between viscous Wasted-energy steel plate and viscous fluid,
Increased the friction between viscous Wasted-energy steel plate and metallic particles and energy by collision.
According to design needs, thus it is possible to vary the thickness of Low Yield Point Steel Wasted-energy steel plate, the width of " trapezoidal foot ", Low Yield Point Steel
Quantity of Wasted-energy steel plate etc., makes antivibrator energy-dissipating property meet design requirement.
Above in association with accompanying drawing embodiment, the present invention is described in detail, those skilled in the art can be according to upper
State and bright the present invention is made with many variations example.Thus, some details in embodiment should not constitute limitation of the invention, this
Invention is by the scope being defined using appended claims as protection scope of the present invention.
Claims (9)
1. a kind of Low Yield Point Steel power consumption and viscous energy-consumption damper are it is characterised in that include：
The upper junction plate being oppositely arranged and lower connecting plate；
Be fixedly arranged on the multiple horizontal Wasted-energy steel plate between described upper junction plate and described lower connecting plate, described horizontal Wasted-energy steel plate with described
The middle side edge that upper junction plate connects is provided with the groove in inverted trapezoidal；
It is fixedly arranged on the vertical wall interior panel on described lower connecting plate, described vertical wall interior panel keeps off located at the two of described horizontal Wasted-energy steel plate
Side, and enclose between adjacent two horizontal Wasted-energy steel plates and be formed with cavity；
Cover the cover plate of described cavity, described cover plate is at the bottom of described groove；
It is filled in the viscous fluid in described cavity；And
It is fixedly arranged on the viscous Wasted-energy steel plate of described upper junction plate, the bottom of described viscous Wasted-energy steel plate wears described cover plate and is placed in
In corresponding described cavity.
2. Low Yield Point Steel as claimed in claim 1 power consumption with viscous energy-consumption damper it is characterised in that the bottom of described cover plate
Face is covered with flame retardant rubber layer.
3. Low Yield Point Steel as claimed in claim 1 or 2 power consumption with viscous energy-consumption damper it is characterised in that described viscous
The surface of the part that Wasted-energy steel plate is located in described cavity is provided with multiple raised lines.
4. Low Yield Point Steel power consumption as claimed in claim 1 and viscous energy-consumption damper are it is characterised in that go back in described cavity
Fill out and be provided with metallic particles.
5. Low Yield Point Steel as claimed in claim 4 power consumption with viscous energy-consumption damper it is characterised in that described metallic particles
For spherical shape.
6. the Low Yield Point Steel power consumption as described in claim 1 or 4 with viscous energy-consumption damper it is characterised in that described viscous
Fluid is hydraulic oil, organic silicone oil or silicon substrate glue.
7. Low Yield Point Steel as claimed in claim 1 power consumption with viscous energy-consumption damper it is characterised in that described horizontal power consumption
Plate is Low Yield Point Steel Wasted-energy steel plate.
8. Low Yield Point Steel power consumption as claimed in claim 1 and viscous energy-consumption damper are it is characterised in that described viscous consumes energy
It is installed with setting spacing between the described horizontal Wasted-energy steel plate of steel plate and its both sides and described vertical wall interior panel.
9. Low Yield Point Steel power consumption as claimed in claim 1 and viscous energy-consumption damper are it is characterised in that described viscous consumes energy
It is installed with setting spacing between steel plate and described lower connecting plate.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610986495.9A CN106401001B (en) | 2016-11-09 | 2016-11-09 | Low Yield Point Steel energy consumption and viscous energy-consumption damper |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610986495.9A CN106401001B (en) | 2016-11-09 | 2016-11-09 | Low Yield Point Steel energy consumption and viscous energy-consumption damper |
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| CN106401001A true CN106401001A (en) | 2017-02-15 |
| CN106401001B CN106401001B (en) | 2019-05-17 |
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Cited By (1)
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| CN110145053A (en) * | 2017-10-21 | 2019-08-20 | 山东建筑大学 | A kind of energy-dissipating and shock-absorbing wall |
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| JPH10102820A (en) * | 1996-09-25 | 1998-04-21 | Okumura Corp | Damper device and base isolation device using the damper device |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110145053A (en) * | 2017-10-21 | 2019-08-20 | 山东建筑大学 | A kind of energy-dissipating and shock-absorbing wall |
| CN110145053B (en) * | 2017-10-21 | 2020-09-08 | 山东建筑大学 | Energy dissipation shock attenuation wall body |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106401001B (en) | 2019-05-17 |
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