CN208251354U - A kind of novel U-shaped mild steel damper - Google Patents

A kind of novel U-shaped mild steel damper Download PDF

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Publication number
CN208251354U
CN208251354U CN201820302682.5U CN201820302682U CN208251354U CN 208251354 U CN208251354 U CN 208251354U CN 201820302682 U CN201820302682 U CN 201820302682U CN 208251354 U CN208251354 U CN 208251354U
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CN
China
Prior art keywords
damper
mild steel
shaped
shaped mild
steel plate
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Expired - Fee Related
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CN201820302682.5U
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Chinese (zh)
Inventor
邵浩
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Anhui University of Science and Technology
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Anhui University of Science and Technology
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Priority to CN201820302682.5U priority Critical patent/CN208251354U/en
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Expired - Fee Related legal-status Critical Current
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  • Vibration Dampers (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The utility model discloses a kind of novel U-shaped mild steel dampers, joined rectangle limit steel plate and auxiliary stopper part in the damper, avoid U-shaped mild steel damper that buckling unstability occurs easily outside face;The fixing piece of fixed U-shaped mild steel plate, cross section are designed as specific arc-shaped, and the fixing piece of the form, which can prevent from fixing, serious stress concentration phenomenon occurs at U-shaped mild steel plate;The main body of the U-shaped mild steel damper of the construction by sliding guide, be vertically connected with bar and connect U-shaped mild steel plate and constituted;And extreme displacement protection board is set on sliding guide, prevent excessive deformation from causing the unexpected destruction of damper;Being connected with energy dissipating suitable for building structure energy-dissipating support, energy dissipating node, have wide range of applications.

Description

A kind of novel U-shaped mild steel damper
Technical field
The present invention relates to building structure energy-consumption shock-absorption devices, and in particular to a kind of novel energy dissipation damper.
Background technique
Metallic damper can provide additional stiffness and damping simultaneously for structure, have stable hysteretic characteristic, good The advantages that good low-cycle fatigue, accommodative ability of environment is strong, keeps its application prospect in practical projects extremely wide.It is wherein soft Steel damper is one kind of energy-consumption shock-absorption device in Structure uniformity.It is in earthquake or wind shake, mild steel damper passes through generation Plastic yielding hysteresis and the energy in dissipation input structure, by installing energy dissipation damper in structure, to reach damping Purpose.U-shaped mild steel damper is a kind of novel metal damper, and simple structure, energy dissipation capacity is strong, and durability is good, and price is low It is honest and clean and easy for installation.But its tension cuts, turns round synergistic effect, and stress is complicated, it is easy to unstability occur.
In the prior art, reliable solution is lacked to the buckling unstability of U-shaped metal damper, it is U-shaped in damper Easily there is stress and concentrates obviously in mild steel plate junction, and the design form of existing U-shaped metal damper is only suitable for being applied to mostly Isolation seism building base, the application being seldom related in building structure energy-dissipating support, energy dissipating node, energy dissipating connection etc., limits it Application range in engineering practice.
Summary of the invention
It is an object of the invention to overcome the deficiencies in the prior art, propose a kind of novel U-shaped mild steel energy dissipation damper, lead to Fixed two rows of U-shaped mild steel plates between a sliding guide and two connecting rods are crossed, steel plate and auxiliary stopper part are limited by rectangle With bar is vertically connected with the lateral changing of the relative positions occurs for limit slippage guide rod, avoids U-shaped mild steel plate that out-of-plane buckling unstability occurs, and extreme displacement is protected Backplate prevents over-large displacement from losing the job ability by damper.The damper structure is simple, easy for construction, reliable performance, can answer For in building structure energy-dissipating support, energy dissipating node, energy dissipating connection.
The technical scheme adopted by the invention is as follows:
A kind of novel U-shaped mild steel energy dissipation damper is provided, including eight groups of U-shaped mild steel plates, the mild steel plate are fixed in Between sliding guide and connecting rod, and the laterally opposed displacement of sliding guide and connecting rod is constrained by rectangle limit steel plate, and Auxiliary stopper part enhances the binding effect of its laterally opposed displacement, and the U-shaped mild steel plate end is consolidated using welding by fixing piece Due on sliding guide and connecting rod.In damper work, for the stress collection for avoiding bearing to occur to a certain extent Middle phenomenon, fixing piece cross section are designed as arc-shaped.
Preferentially, the damper is U-shaped mild steel metal damper.
Preferentially, the U-shaped mild steel plate of damper core is divided into two rows, be individually fixed in rectangular slide guide rod and up and down In connecting rod.
Preferably, the damper is that steel plate and auxiliary stopper part are limited by rectangle to constrain sliding guide and connect up and down The lateral displacement of extension bar.
Preferably, by solid between the damper sliding guide and U-shaped mild steel plate, between connecting rod and U-shaped mild steel plate Determine part to be fixedly connected, U-shaped mild steel plate end is using welding.
Preferably, extreme displacement protection board is arranged in damper, for occurring to operate normally stroke beyond damper when structure When large deformation except range, it is ensured that damper remains to operate normally without because causing to lose to structure by unexpected destruction Earthquake resistant control protective effect.
Preferably, the cross section of the fixing piece of the fixed U-shaped mild steel plate of the damper is designed as specific arc-shaped.
Working principle of design of the invention:
The main body of the Novel U-shaped mild steel damper by sliding guide, be vertically connected with bar and connect U-shaped mild steel plate and constituted, and The laterally opposed displacement of sliding guide and connecting rod is constrained by rectangle limit steel plate, and the damper is connected to by screw hole In structure energy-eliminating shock-absorbing system, in damper working condition, pull sliding guide or connecting rod that can drive the change of U-shaped mild steel plate Shape increases additional damping, realizes the purpose of structure energy-eliminating shock-absorbing.
The device have the advantages that are as follows:
The present invention provides a kind of novel U-shaped mild steel energy dissipation dampers, joined rectangle limit steel in the damper Plate and auxiliary stopper part, avoid U-shaped mild steel damper that buckling unstability occurs outside face;The fixing piece of fixed U-shaped mild steel plate, it is horizontal Section be designed as it is specific arc-shaped, the fixing piece of the form can prevent from fixing at U-shaped mild steel plate occur serious stress concentrate it is existing As;The main body of the U-shaped mild steel damper of the construction by sliding guide, be vertically connected with bar and connect U-shaped mild steel plate and constituted;And it is sliding Extreme displacement protection board is set on guide rod, prevents excessive deformation from causing the unexpected destruction of damper;Suitable for building structure energy dissipating Support, energy dissipating node have wide range of applications in connecting with energy dissipating.
Detailed description of the invention
Technical solution of the present invention is further described in detail with reference to the accompanying drawings and detailed description.
Fig. 1 is the basic structure schematic diagram of the Novel U-shaped mild steel damper of the present invention.
Fig. 2 is top view of the invention.
Fig. 3 is A-A sectional view of the present invention (original image expands 1.5 times).
Fig. 4 is B-B sectional view of the invention (original image expands 1.5 times).
Fig. 5 is the first, second fixing piece cross-sectional view (original image expands 10 times).
In figure, 1- sliding guide, 2- screw hole, 3- rectangle limit steel plate, the first fixing piece of 4-, 5- auxiliary stopper part, 6- Auxiliary stopper screw, 7-U type mild steel plate, the second fixing piece of 8-, 9- upper connecting rod, 10- lower connecting rod, 11- damper limit position Protection board is moved, 12- slides steel ball.
Specific embodiment
Elaborate with reference to the accompanying drawing to the embodiment of the present invention: the present embodiment before being with technical solution of the present invention It puts and is implemented, the detailed implementation method and specific operation process are given, but protection scope of the present invention is not limited to down The embodiment stated.
Embodiment:
Referring to shown in Fig. 1, Fig. 2, Fig. 3, the present invention is a Novel U-shaped mild steel damper, and the main body of the damper is by rectangle Sliding guide 1, upper connecting rod 9, lower connecting rod 10 and U-shaped mild steel plate core component 7 composition;Upper connecting rod 9, lower connecting rod 10, Sliding guide 1 and U-shaped mild steel plate it is of same size, and in the same plane;It can be by changing its width or U-shaped mild steel plate 7 Thickness adjusts the power output of damper.First row and the U-shaped mild steel plate of second row respectively with fixing piece 4,8 be fixed on upper connecting rod, On sliding guide and lower connecting rod, each U-shaped mild steel plate end is welded on connecting plate or sliding guide.
The rectangle limit steel plate 3 and auxiliary stopper part 5, which are used to limit, is vertically connected with bar and sliding guide in face outside direction Displacement, prevents the changing of the relative positions, causes damper unstability.Wherein auxiliary stopper screw 6 is used for auxiliary stopper.Damper extreme displacement Protection board 11 is used for when structure occurs to operate normally the large deformation except stroke range beyond damper, it is ensured that damper remains to It operates normally without because causing to lose the earthquake resistant control protective effect to structure by unexpected destruction.It can be by screw hole 2 The damper is connected in structure energy-eliminating shock-absorbing system.
Refering to what is shown in Fig. 4, described be vertically connected with bar 9,10 and the rectangle limit welding of steel plate 3;Sliding steel ball 12 is installed on square Shape limits steel plate and sliding guide junction, for reducing the frictional force between sliding guide and rectangle limit steel plate.
Refering to what is shown in Fig. 5, the cross-sectional view of first fixing piece 4 and the second fixing piece 8, cross section both ends are circular arc Shape effectively avoids and serious stress concentration phenomenon occurs at fixing piece in damper working condition.
It should be noted last that the above specific embodiment is only to illustrate the present invention as present pre-ferred embodiments Technical solution rather than limit, it is all to modify to technical solution of the present invention or equivalent replacement, without departing from the technology of the present invention The principle of scheme, is intended to be within the scope of the claims of the invention.

Claims (6)

1. a kind of novel U-shaped mild steel damper, which is characterized in that including eight groups of U-shaped mild steel plates (7), which is fixed It in sliding guide (1) and is vertically connected between bar (9,10), fixing piece (4,8) cross section is designed as arc-shaped;Sliding guide and The laterally opposed displacement of connecting rod is constrained by rectangle limit steel plate (3) and auxiliary stopper part (5), and has the limit on sliding guide It is displaced protection board (11).
2. the novel U-shaped mild steel damper of one kind according to claim 1, which is characterized in that the damper is U-shaped Mild steel metal damper.
3. the novel U-shaped mild steel damper of one kind according to claim 1, which is characterized in that the damper be by Rectangle limits steel plate (3) and auxiliary stopper part (5) to constrain sliding guide (1) and be vertically connected with the lateral displacement of bar (9,10).
4. the novel U-shaped mild steel damper of one kind according to claim 1, which is characterized in that the damper sliding Connect between guide rod (1) and U-shaped mild steel plate (7), between connecting rod (9,10) and U-shaped mild steel plate (7) by fixing piece (4,8) are fixed It connects, U-shaped mild steel plate (7) end is using welding.
5. the novel U-shaped mild steel damper of one kind according to claim 1, which is characterized in that the damper limit Displacement protection board (11) is set on sliding guide.
6. the novel U-shaped mild steel damper of one kind according to claim 1, which is characterized in that the damper is U-shaped soft Fixing piece (4,8) the cross section design of steel plate is in the arc-shaped.
CN201820302682.5U 2018-03-05 2018-03-05 A kind of novel U-shaped mild steel damper Expired - Fee Related CN208251354U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820302682.5U CN208251354U (en) 2018-03-05 2018-03-05 A kind of novel U-shaped mild steel damper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820302682.5U CN208251354U (en) 2018-03-05 2018-03-05 A kind of novel U-shaped mild steel damper

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108412073A (en) * 2018-03-05 2018-08-17 安徽理工大学 A kind of novel U-shaped mild steel damper
CN109853772A (en) * 2019-04-09 2019-06-07 安徽理工大学 A kind of Self-resetting mild steel damper

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108412073A (en) * 2018-03-05 2018-08-17 安徽理工大学 A kind of novel U-shaped mild steel damper
CN109853772A (en) * 2019-04-09 2019-06-07 安徽理工大学 A kind of Self-resetting mild steel damper
CN109853772B (en) * 2019-04-09 2023-09-22 安徽理工大学 Self-resetting mild steel damper

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CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20181218

Termination date: 20190305