CN208685847U - Combined steel plate energy dissipation brace - Google Patents

Combined steel plate energy dissipation brace Download PDF

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Publication number
CN208685847U
CN208685847U CN201821198801.3U CN201821198801U CN208685847U CN 208685847 U CN208685847 U CN 208685847U CN 201821198801 U CN201821198801 U CN 201821198801U CN 208685847 U CN208685847 U CN 208685847U
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steel plate
energy
wasted
energy steel
plate
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CN201821198801.3U
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张延年
杨森
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Shenyang Jianzhu University
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Shenyang Jianzhu University
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Abstract

The utility model belongs to building construction vibration control field, more particularly to combined steel plate energy dissipation brace.Including mounting plate, screw hole, arc Wasted-energy steel plate, foamed aluminium Energy dissipating material, reinforces fixed plate, Wasted-energy steel plate, locking nut, coordinates connection reinforcing bar, interior sets elliptical aperture, main Wasted-energy steel plate, energy consumption rib, stirrup and end Wasted-energy steel plate, in the structure of combined steel plate energy dissipation brace, surrounded using fixed plate, Wasted-energy steel plate and end Wasted-energy steel plate is reinforced;The setting energy consumption rib between adjacent elliptical aperture inside the Wasted-energy steel plate, at the both ends of combined steel plate energy dissipation brace, setting mounting plate is connect with fixed plate is reinforced, several screw holes of spaced set on a mounting board, the plasticity of the utility model structure is reasonably distributed, the arc Wasted-energy steel plate of setting, Wasted-energy steel plate, main Wasted-energy steel plate can be mutually coordinated and mutual extrusion consumes energy, in normal state using building structure overall stiffness is capable of increasing, it can be made to possess anti-seismic performance, ductility and hysteretic energy ability in earthquake.

Description

Combined steel plate energy dissipation brace
Technical field
The utility model belongs to building construction vibration control field, more particularly to a kind of combined steel plate energy dissipation brace.
Background technique
Earthquake disaster have it is sudden and crushing, seriously threaten the safety of human life, property.Annual hair in the world Raw ruinous earthquake nearly thousand times, a violent earthquake can cause the economic loss of more than one hundred billion dollar, cause hundreds of thousands people dead or tight It is severely injured residual.In earthquake the considerable damage of building with collapse, be the immediate cause for causing earthquake disaster.When earthquake occurs, ground Vibration causes the earthquake response of structure.It is fixed in the building structure on ground for basis, reacts along highly from top to bottom Successively amplification.Since the earthquake response (acceleration, speed or displacement) of works a part is excessive, make main body load-carrying members Serious destroy even is collapsed;Or although main structure is not destroyed, architectural coating, finishing or other non-structural accessories etc. damage and Lead to heavy losses;Or indoor expensive instrument, damage of facilities lead to serious loss or secondary disaster.In order to avoid above-mentioned disaster Generation, people must control the earthquake response of structural system, and eliminate " amplifier " effect of structural system, structure Energy-eliminating shock-absorbing technology be certain nonload bearing elements (such as shear wall, connector) of structure are designed to energy dissipating rod piece, or Certain positions (interlayer space, node, connecting sewing etc.) of structure are installed by energy dissipator.In small wind or small shake, these disappear Energy rod piece (or energy dissipator) and structure itself have enough lateral rigidities to meet requirement, and structure is in elastic shape State;When there is big shake or strong wind, with the increase of structure lateral deformation, energy dissipation component or energy dissipator take the lead in starting to work, Larger damping is generated, a large amount of earthquakes for consuming input structure or wind shake energy turn the energy such as kinetic energy or the elastic potential energy of structure The forms such as chemical conversion thermal energy dissipate, and the earthquake of rapid attenuating structure or Wind Vibration Response (displacement, speed, acceleration etc.) make to lead Body structure avoids the occurrence of apparent inelastic state, protects main structure and component in macroseism or strong wind from destroying.Because The reasons such as earthquake are transferred to the external energy of building structure, are the roots that structure generates vibration, so setting energy consumption in the structure Device increases energy consumption, it will reduce the dynamic respons of structure.The constraint coagulation of the anti-buckling energy-consumption component researched and developed at present Soil is easily crushed and loses constraint and anti-buckling effect, its energy dissipation capacity is caused to be greatly reduced.Therefore, some dissipative members Manufacturing process, there is still a need for further improvements for energy-dissipating property etc..
Utility model content
In order to solve above-mentioned technical problem, the utility model provides a kind of combined steel plate energy dissipation brace, uses Arc Wasted-energy steel plate is in the main symmetrically arranged mode in Wasted-energy steel plate two sides, so that the plasticity of the utility model structure is reasonably distributed, The arc Wasted-energy steel plate of setting, the interior Wasted-energy steel plate for setting elliptical aperture, main Wasted-energy steel plate can be mutually coordinated and mutual extrusion consumes energy, In normal state using building structure overall stiffness is capable of increasing, can make in earthquake its possess good anti-seismic performance, Ductility and hysteretic energy ability.
To achieve the goals above, the technical solution adopted in the utility model are as follows:
A kind of combined steel plate energy dissipation brace, including mounting plate, screw hole, arc Wasted-energy steel plate, foamed aluminium Energy dissipating material, reinforcement Fixed plate, locking nut, coordinates connection reinforcing bar, interior sets elliptical aperture, main Wasted-energy steel plate, energy consumption rib, stirrup and end Wasted-energy steel plate Wasted-energy steel plate, in the structure of combined steel plate energy dissipation brace, using reinforce fixed plate, Wasted-energy steel plate and end Wasted-energy steel plate surround and At;Several elliptical apertures are set inside Wasted-energy steel plate, and the long axis of elliptical aperture and the length direction of Wasted-energy steel plate are vertically arranged;It is consuming Energy consumption rib can be set between the adjacent elliptical aperture in steel plate inside, setting mounting plate and reinforcement at the both ends of combined steel plate energy dissipation brace Fixed plate connection, several screw holes of spaced set, are being arranged main energy consumption at the middle part of combined steel plate energy dissipation brace on a mounting board Steel plate is symmetrical arranged several arc Wasted-energy steel plates in the two sides up and down of main Wasted-energy steel plate, under arc Wasted-energy steel plate is supreme from centre The bending radius of two sides is gradually reduced, and the both ends of arc Wasted-energy steel plate are fixedly connected with main Wasted-energy steel plate, and equal in coupling part Equipped with stirrup, coordinates connection reinforcing bar and be each passed through arc Wasted-energy steel plate, Wasted-energy steel plate, main Wasted-energy steel plate, coordinate connection reinforcing bar Both ends be locked using locking nut, the stirrup at the left and right both ends of combined steel plate energy dissipation brace and reinforce that fixed plate is fixed to be connected It connects, foamed aluminium Energy dissipating material is set in the cavity that arc Wasted-energy steel plate and end Wasted-energy steel plate surround.
Further, the arc Wasted-energy steel plate and main Wasted-energy steel plate are made using low yield point steel plate.
Further, the foamed aluminium Energy dissipating material is made using foamed aluminium.
Further, the Wasted-energy steel plate, the both ends of end Wasted-energy steel plate and reinforcement fixed plate are using welding Connection.
The utility model has the beneficial effects that
The beneficial effects of the utility model and advantage be have many advantages, such as that energy dissipation capacity is strong, the processing is simple, easy for installation, if The interior Wasted-energy steel plate energy consumption effect for setting elliptical aperture set is good, steel utilization ratio is high, and the interior Wasted-energy steel plate surrender for setting elliptical aperture Area is big, is arranged in multiple and sets elliptical aperture, and the energy consumption rib of formation not only saves material, but also keeps Structural Energy Dissipation more abundant, uses Arc Wasted-energy steel plate is closed in the main symmetrically arranged mode in Wasted-energy steel plate two sides so that the plasticity of the utility model structure is distributed Reason is drawn, under pressure effect in level, and the arc Wasted-energy steel plate of setting, the interior Wasted-energy steel plate for setting elliptical aperture, main Wasted-energy steel plate being capable of phases Mutually coordinate and mutual extrusion energy consumption, without obvious stress concentration phenomenon, plays respective maximum effect, the foamed aluminium Energy dissipating material of setting Energy consumption effect is good, and the energy such as kinetic energy or the elastic potential energy of structure can be made to be converted to the forms such as thermal energy and dissipated, in normal state It is capable of increasing the overall stiffness of building structure when use, in the event of an earthquake, the earthquake response of building structure can be reduced, make it Possess good anti-seismic performance, ductility and hysteretic energy ability.
Detailed description of the invention
Fig. 1 is the utility model combined steel plate energy dissipation brace front schematic view.
Fig. 2 is the utility model combined steel plate energy dissipation brace schematic top plan view.
Fig. 3 is the A-A sectional view of Fig. 2.
In figure: 1 is mounting plate;2 be screw hole;3 be arc Wasted-energy steel plate;4 be foamed aluminium Energy dissipating material;5 fix for reinforcement Plate;6 be the interior Wasted-energy steel plate for setting elliptical aperture;7 be locking nut;8 be coordination connection reinforcing bar;9 set elliptical aperture to be interior;It is consumed based on 10 It can steel plate;11 be energy consumption rib;12 be stirrup;13 be end Wasted-energy steel plate.
Specific embodiment
In order to further illustrate the utility model, the utility model is retouched in detail with reference to the accompanying drawings and embodiments It states, but they cannot be interpreted as to the restriction to scope of protection of the utility model.
As shown in Fig. 1 ~ Fig. 3, a kind of combined steel plate energy dissipation brace of the utility model, including mounting plate 1, screw hole 2, arc consumption Can steel plate 3, foamed aluminium Energy dissipating material 4, reinforce fixed plate 5, Wasted-energy steel plate 6, locking nut 7, coordinate connection reinforcing bar 8, it is interior set it is ellipse Circular hole 9, main Wasted-energy steel plate 10, consume energy rib 11, stirrup 12 and end Wasted-energy steel plate 13, in the structure of combined steel plate energy dissipation brace, It is surrounded using fixed plate 5, Wasted-energy steel plate 6 and end Wasted-energy steel plate 13 is reinforced, several ellipses is set inside Wasted-energy steel plate 6 The length direction in hole 9, the long axis and Wasted-energy steel plate 6 of elliptical aperture 9 is vertically arranged;In the inside of Wasted-energy steel plate 6 adjacent elliptical aperture 9 it Between setting energy consumption rib 11, combined steel plate energy dissipation brace both ends setting mounting plate 1 with reinforcement fixed plate 5 connect, in mounting plate 1 Main Wasted-energy steel plate 10 is being arranged at the middle part of combined steel plate energy dissipation brace, in main Wasted-energy steel plate in upper several screw holes 2 of spaced set 10 two sides up and down are symmetrical arranged several arc Wasted-energy steel plates 3, and arc Wasted-energy steel plate 3 and main Wasted-energy steel plate 10 use low surrender Point, the steel plate arc Wasted-energy steel plate 3 that is made are gradually reduced from the bending radius of intermediate supreme lower two sides, arc Wasted-energy steel plate 3 Both ends be fixedly connected with main Wasted-energy steel plate 10, and be equipped with stirrup 12 in coupling part, coordinate connection reinforcing bar 8 and be each passed through Arc Wasted-energy steel plate 3, Wasted-energy steel plate 6, main Wasted-energy steel plate 10, the both ends for coordinating connection reinforcing bar 8 are solid using the locking of locking nut 7 Fixed, the stirrup 12 at the left and right both ends of combined steel plate energy dissipation brace is fixedly connected with fixed plate 5 is reinforced, Wasted-energy steel plate 6, end energy consumption The both ends of steel plate 13 and reinforcement fixed plate 5 are using welded connecting;In the sky that arc Wasted-energy steel plate 3 and end Wasted-energy steel plate 13 surround Intracavitary setting foamed aluminium Energy dissipating material 4, foamed aluminium Energy dissipating material 4 are made using foamed aluminium.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and Retouching also should be regarded as the protection scope of the utility model.

Claims (4)

1. a kind of combined steel plate energy dissipation brace, including mounting plate (1), screw hole (2), arc Wasted-energy steel plate (3), foamed aluminium energy consumption material Material (4) reinforces fixed plate (5), Wasted-energy steel plate (6), locking nut (7), coordinates connection reinforcing bar (8), the interior elliptical aperture (9), main of setting Wasted-energy steel plate (10), energy consumption rib (11), stirrup (12) and end Wasted-energy steel plate (13), it is characterised in that:
In the structure of combined steel plate energy dissipation brace, using reinforcement fixed plate (5), Wasted-energy steel plate (6) and end Wasted-energy steel plate (13) It surrounds, several elliptical apertures (9), the long axis of elliptical aperture (9) and the length of Wasted-energy steel plate (6) is set inside Wasted-energy steel plate (6) Degree direction is vertically arranged;Setting energy consumption rib (11) between the internal adjacent elliptical aperture (9) of Wasted-energy steel plate (6), in combined steel plate Both ends setting mounting plate (1) of energy dissipation brace is connect with fixed plate (5) are reinforced, several spiral shells of spaced set on mounting plate (1) Main Wasted-energy steel plate (10) is being arranged at the middle part of combined steel plate energy dissipation brace, in the two sides up and down of main Wasted-energy steel plate (10) in hole (2) Several arc Wasted-energy steel plates (3) are symmetrical arranged, arc Wasted-energy steel plate (3) gradually subtracts from the bending radius of intermediate supreme lower two sides Small, the both ends of arc Wasted-energy steel plate (3) are fixedly connected with main Wasted-energy steel plate (10), and are equipped with stirrup (12) in coupling part, Coordinate connection reinforcing bar (8) and be each passed through arc Wasted-energy steel plate (3), Wasted-energy steel plate (6), main Wasted-energy steel plate (10), coordinates connection The both ends of reinforcing bar (8) are locked using locking nut (7), the stirrup (12) at the left and right both ends of combined steel plate energy dissipation brace with plus Strong fixed board (5) is fixedly connected, and foamed aluminium is arranged in the cavity that arc Wasted-energy steel plate (3) and end Wasted-energy steel plate (13) surround Energy dissipating material (4).
2. combined steel plate energy dissipation brace according to claim 1, it is characterised in that: the arc Wasted-energy steel plate (3) and master Wasted-energy steel plate (10) is made using low yield point steel plate.
3. combined steel plate energy dissipation brace according to claim 1, it is characterised in that: the foamed aluminium Energy dissipating material (4) is adopted It is made with foamed aluminium.
4. combined steel plate energy dissipation brace according to claim 1, it is characterised in that: the Wasted-energy steel plate (6), end The both ends of portion's Wasted-energy steel plate (13) and reinforcement fixed plate (5) are using welded connecting.
CN201821198801.3U 2018-07-27 2018-07-27 Combined steel plate energy dissipation brace Active CN208685847U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821198801.3U CN208685847U (en) 2018-07-27 2018-07-27 Combined steel plate energy dissipation brace

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821198801.3U CN208685847U (en) 2018-07-27 2018-07-27 Combined steel plate energy dissipation brace

Publications (1)

Publication Number Publication Date
CN208685847U true CN208685847U (en) 2019-04-02

Family

ID=65882610

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821198801.3U Active CN208685847U (en) 2018-07-27 2018-07-27 Combined steel plate energy dissipation brace

Country Status (1)

Country Link
CN (1) CN208685847U (en)

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