CN203977618U - Function can be recovered mild steel damper - Google Patents

Function can be recovered mild steel damper Download PDF

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Publication number
CN203977618U
CN203977618U CN201420419976.8U CN201420419976U CN203977618U CN 203977618 U CN203977618 U CN 203977618U CN 201420419976 U CN201420419976 U CN 201420419976U CN 203977618 U CN203977618 U CN 203977618U
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China
Prior art keywords
web
plate
mild steel
energy
steel damper
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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.)
Expired - Fee Related
Application number
CN201420419976.8U
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Chinese (zh)
Inventor
王春林
孙逊
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Southeast University
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Southeast University
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Priority to CN201420419976.8U priority Critical patent/CN203977618U/en
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Publication of CN203977618U publication Critical patent/CN203977618U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of function and can recover mild steel damper, comprise web, structure anchor slab, frange plate and energy dissipation component; The both sides end face of described web is fixedly connected with frange plate respectively, and upper and lower two end faces of web are fixedly connected with structure anchor slab respectively; Described web is that complete web removes the remaining web after part; Described energy dissipation component is arranged on the position of vacating that removes web, and energy dissipation component is fixedly connected with described web respectively along the two ends of mild steel damper short transverse.The utility model is under severe earthquake action, make the energy dissipating plate of energy dissipation component first enter plasticity energy dissipating by appropriate design, and web, structure anchor slab and frange plate keep in elastic range always, because energy dissipation component and web are affixed by bolt, so energy dissipation component can fast and easy be changed after shake, and other parts of mild steel damper are without reparation, significantly reduce the difficulty of mild steel damper integral replacing after shake, meet current structure and member quick-recovery use function soon.

Description

Function can be recovered mild steel damper
Technical field
The utility model belongs to field of civil engineering, relates to a kind of mild steel damper for reducing engineering structures seismic response.
Background technology
By the plastic strain of the metal material energy of earthquake input structure that dissipates, thereby alleviate the response of structure in earthquake, the design concept of this energy-dissipating and shock-absorbing is approved widely in structure design.Soft steel shearing plate damper is the one of metal damper, is usually used in structural vibration control as energy-consuming shock absorber.Its basic operating principle is: in the time that earthquake or wind shake, enters plastic yielding by the shear strain of web and forms hysteresis, and the energy in dissipation input structure, thus increase structural equivalents damping, reach energy-dissipating and shock-absorbing object.From Japanese slope shake celestially with the ridge earthquake of U.S. north after, mild steel damper is with regard to image structures " fuse ", as a kind of energy-consuming shock absorber of superior performance, obtained paying close attention to widely in the developed countries of many shakes such as Japan, the U.S., in the research of China and application also in the elementary step.
As shown in Figure 1, for a kind of traditional mild steel damper structural representation, formed by structure anchor slab 2, frange plate 3 and solid web, but also there is certain problem in soft steel shearing plate damper: (1) shear plate damper is connected with structure, bears shearing and part axle power and moment of flexure, enters plasticity power consumption at seismic process median ventral plate, and have certain permanent set after shake, because axle power and Moment, as by shear plate damper integral replacing, construct and understand comparatively complexity; (2) in earthquake, shear plate damper is mainly by web shear energy dissipation, so the permanent set of general web is larger, as structure anchor slab is changed together with frange plate, has larger waste, does not meet the requirement of energy-conserving and environment-protective; (3) further, iff changing web, replace by welding, consider welding and Contraction in Site condition restriction, be difficult to the further energy consumption effect that ensures to change trailing web.(4) present stage, the aftershock of large shake meeting later adjoint system big powers, how soon the shock resistance of quick-recovery structure and member and use function, be also the problem that Future Design needs special concern, obviously can spend the longer time for the replacing of soft steel shearing plate damper.
Utility model content
The utility model is changed difficulty in order to solve soft steel shearing plate damper after shake, and spended time is longer, and quick-recovery structural seismic performance and use function, proposed a kind of function and can recover mild steel damper soon.
The technical solution adopted in the utility model is: a kind of function can be recovered mild steel damper, comprises web, structure anchor slab, frange plate and energy dissipation component; The both sides end face of described web is fixedly connected with frange plate respectively, and upper and lower two end faces of web are fixedly connected with structure anchor slab respectively;
Described web is that complete web removes the remaining web after part; Described energy dissipation component is arranged on the position of vacating that removes web, and energy dissipation component is fixedly connected with described web respectively along the two ends of mild steel damper short transverse.
As preferably, described energy dissipation component comprises an energy dissipating plate, junction plate and connection cover plate, described energy dissipating plate directly docks with junction plate respectively along the two ends of mild steel damper short transverse, or energy dissipating plate is welded on perpendicular to forming and be indirectly connected on the stiffener of energy dissipating plate jointly with junction plate, junction plate is by connecting cover plate and the splicing of web bolt.
As preferably, described energy dissipation component comprises two blocks of energy dissipating plates that are positioned at web both sides, and energy dissipating plate passes web to drawing connection along the two ends of mild steel damper short transverse by bolt.
As preferably, the web of described damper, structure anchor slab and frange plate are made (as Q345 steel etc.) by height surrender steel, and the energy dissipating plate in energy dissipation component is made (as LY160 steel and Q235 steel etc.) by low surrender steel.
As preferably, described energy dissipating plate is integral plate or is with apertured plate or is with pertusate plate, as strip slot, polygonal hole or simple gap.
As preferably, described energy dissipating panel area can weld the frange plate of putting more energy into.
As preferably, described energy dissipating intralamellar part can weld horizontal or vertical stiffening rib.
As preferably, described web is the remaining web removing on complete web after multiple parts.
The utility model web is to obtain after removing part by the web of conventional soft steel shearing plate damper, now remaining web and frange plate form T-shaped cross section, energy dissipation component can cover the corresponding position of vacating, affixed along mild steel damper short transverse energy dissipation component two ends and web, be perpendicular to structure anchor direction along the short transverse of mild steel damper herein, or along frange plate length direction.The utility model energy dissipation component can also be used in friction damper or marmem damper etc.
The utlity model has following beneficial effect:
1. the structure anchor slab of mild steel damper is connected with structure, and in seismic process, structure anchor slab, frange plate and web remain in elastic range, after shake, without replacing, has significantly reduced difficulty of construction;
2. after earthquake, the plastic strain of mild steel damper mainly concentrates in energy dissipation component, and energy dissipation component is mainly connected with web by bolt, is very easy to change after shake, can ensure to recover in time fast the anti-seismic performance of structure and use function;
3. in seismic process, the energy dissipating plate of energy dissipation component substantially all enters surrender, and this part is changed, and can realize maximum economic benefit.
4. after shake, need whole energy dissipation components of changing at produce in factory, machining accuracy is more easily controlled, and the energy consumption effect of energy dissipation component is better.
5. energy dissipation component can be used as independent sinker and designs, not only be confined to the form of original flat web, can be in conjunction with up-to-date achievement in research, use more reasonable sinker product reliably, comprise friction damper or marmem damper etc.
Brief description of the drawings
Fig. 1 is a kind of traditional mild steel damper;
Fig. 2 is that the utility model arranges the schematic diagram before energy dissipating plate;
Fig. 3 is the A-A sectional view of Fig. 2;
Fig. 4 is that the utility model arranges the elevation before energy dissipating plate;
Fig. 5 is that the utility model arranges the schematic diagram after energy dissipating plate;
Fig. 6 is the B-B sectional view of Fig. 5;
Fig. 7 is that the utility model arranges the elevation after energy dissipating plate;
Fig. 8 is the utility model embodiment 1 energy dissipating plate schematic diagram;
Fig. 9 is the utility model embodiment 2 energy dissipating plate schematic diagrames;
Figure 10 is the energy dissipating plate schematic diagram with frange plate and stiffening rib of the utility model embodiment 3;
Figure 11 is the energy dissipating plate schematic diagram with strip hole of the utility model embodiment 4;
Figure 12 is the energy dissipating plate schematic diagram with rhombus hole of the utility model embodiment 5.
Figure 13 is the schematic diagram after the two energy dissipating plates of arranging of the utility model embodiment 6.
Figure 14 is the C-C sectional view of Figure 13.
Figure 15 be the utility model embodiment 7 arrange two with the elevation after the energy dissipating plate of strip hole.
Figure 16 is the elevation before the energy dissipating plate of the utility model embodiment 8.
Figure 17 is the elevation after the energy dissipating plate of the utility model embodiment 8.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described further.
Embodiment 1
As shown in Fig. 2-8, a kind of function is easily recovered mild steel damper, comprises that web 1, structure anchor slab 2, frange plate 3 and energy dissipation component 4 form; Described web 1 is to obtain after removing part by the web of conventional soft steel shearing plate damper, energy dissipation component 4 can cover the corresponding position of vacating, affixed along mild steel damper short transverse (perpendicular to the direction of structure anchor slab) energy dissipation component 4 two ends and web 1.Described web 1, structure anchor slab 2 and frange plate 3 can be surrendered steel by height and make, and the energy dissipating plate 4-1 in energy dissipation component 4 can be made by low surrender steel; Described energy dissipating plate 4-1 and junction plate 4-3 are welded on the upper energy dissipation component 4 that forms of stiffener 4-2 perpendicular to energy dissipating plate 4-1 jointly, and energy dissipation component 4 splices by connection cover plate 4-4 and web 1 bolt along the two ends of mild steel damper short transverse.
Embodiment 2
As shown in Figure 9: the present embodiment is identical with embodiment 1 remainder, difference is that the energy dissipating plate 4-1 in energy dissipation component 4 directly docks with junction plate 4-3.
Embodiment 3
As shown in figure 10: the present embodiment is identical with embodiment 1 remainder, difference is that the energy dissipating plate 4-1 in energy dissipation component 4 welds put more energy into frange plate 4-5 and level and vertical stiffening rib 4-6 around.
Embodiment 4
As shown in figure 11: the present embodiment is identical with embodiment 1 remainder, difference is that energy dissipating plate 4-1 has bar shaped hole.
Embodiment 5
As shown in figure 12: the present embodiment is identical with embodiment 1 remainder, difference is that energy dissipating plate 4-1 has polygon hole.
Embodiment 6
As shown in Figure 13-14: the present embodiment is identical with embodiment 1 remainder, difference is that two energy dissipation components 4 that are positioned at web 1 both sides pass web 1 to drawing connection along the two ends of mild steel damper short transverse by bolt.
Embodiment 7
As shown in figure 15: the present embodiment is identical with embodiment 6 remainders, difference is that energy dissipating plate 4-1 has bar shaped hole.
Embodiment 8
As shown in Figure 16-17: the present embodiment is identical with embodiment 7 remainders, difference is that described web 1 is to obtain after removing two boards by the web of conventional soft steel shearing plate damper, then fills two pairs of energy dissipation components, counts four energy dissipation components.
It should be pointed out that for those skilled in the art, not departing under the prerequisite of the utility model principle, can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.In the present embodiment not clear and definite each ingredient all available prior art realized.

Claims (8)

1. function can be recovered a mild steel damper, it is characterized in that: comprise web, structure anchor slab, frange plate and energy dissipation component; The both sides end face of described web is fixedly connected with frange plate respectively, and upper and lower two end faces of web are fixedly connected with structure anchor slab respectively;
Described web is that complete web removes the remaining web after part; Described energy dissipation component is arranged on the position of vacating that removes web, and energy dissipation component is fixedly connected with described web respectively along the two ends of mild steel damper short transverse.
2. function according to claim 1 can be recovered mild steel damper, it is characterized in that: described energy dissipation component comprises an energy dissipating plate, junction plate and connection cover plate, described energy dissipating plate directly docks with junction plate respectively along the two ends of mild steel damper short transverse, or energy dissipating plate is welded on perpendicular to forming and be indirectly connected on the stiffener of energy dissipating plate jointly with junction plate, junction plate is by connecting cover plate and the splicing of web bolt.
3. function according to claim 1 can be recovered mild steel damper, it is characterized in that: described energy dissipation component comprises two blocks of energy dissipating plates that are positioned at web both sides, and energy dissipating plate passes web to drawing connection along the two ends of mild steel damper short transverse by bolt.
4. can recover mild steel damper according to the function described in claim 2 or 3, it is characterized in that: web, structure anchor slab and the frange plate of described damper made by height surrender steel, and the energy dissipating plate in energy dissipation component is made by low surrender steel.
5. can recover mild steel damper according to the function described in claim 2 or 3, it is characterized in that: described energy dissipating plate is integral plate or is with apertured plate or is with pertusate plate.
6. can recover mild steel damper according to the function described in claim 2 or 3, it is characterized in that: described energy dissipating panel area is welded with the frange plate of putting more energy into.
7. can recover mild steel damper according to the function described in claim 2 or 3, it is characterized in that: described energy dissipating intralamellar part is welded with level or vertical stiffening rib.
8. function according to claim 1 can be recovered mild steel damper, it is characterized in that: described web is the remaining web removing on complete web after multiple parts.
CN201420419976.8U 2014-07-28 2014-07-28 Function can be recovered mild steel damper Expired - Fee Related CN203977618U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420419976.8U CN203977618U (en) 2014-07-28 2014-07-28 Function can be recovered mild steel damper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420419976.8U CN203977618U (en) 2014-07-28 2014-07-28 Function can be recovered mild steel damper

Publications (1)

Publication Number Publication Date
CN203977618U true CN203977618U (en) 2014-12-03

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Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104100018A (en) * 2014-07-28 2014-10-15 东南大学 Function-restorable soft steel damper

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104100018A (en) * 2014-07-28 2014-10-15 东南大学 Function-restorable soft steel damper
CN104100018B (en) * 2014-07-28 2016-03-23 东南大学 Function can recover mild steel damper

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20141203

Termination date: 20160728