CN216840015U - Energy dissipation and shock absorption device of metal damper - Google Patents
Energy dissipation and shock absorption device of metal damper Download PDFInfo
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- CN216840015U CN216840015U CN202220309159.1U CN202220309159U CN216840015U CN 216840015 U CN216840015 U CN 216840015U CN 202220309159 U CN202220309159 U CN 202220309159U CN 216840015 U CN216840015 U CN 216840015U
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Abstract
The utility model provides an energy dissipation and shock absorption device of a metal damper, which comprises a high-strength external steel plate, a reinforcing channel steel, a vertical reinforcing steel plate, a high-strength rubber cross rod, a high-strength internal steel plate, a connecting cross plate and a high-strength central steel plate, wherein the high-strength internal steel plate is symmetrically arranged on the upper side and the lower side of the high-strength central steel plate, the high-strength external steel plate is arranged above the high-strength internal steel plate, the connecting cross plate is symmetrically laminated on the left end surface and the right end surface of the high-strength central steel plate, the reinforcing channel steel is symmetrically arranged on the front end surface and the rear end surface of the high-strength central steel plate, the vertical reinforcing steel plate is inserted in the inner wall of the reinforcing channel steel, and the high-strength rubber cross rod is symmetrically clamped on the left end surface and the right end surface of the vertical reinforcing steel plate, the design solves the problems that the original metal damper is not good in structural strength and inconvenient to disassemble and maintain, the utility model has reasonable structure, good structural strength and certain energy dissipation and shock absorption capability, convenient components of a whole that can function independently are dismantled and are maintained, and the practicality is strong.
Description
Technical Field
The utility model relates to an energy dissipation damping device of metal damper belongs to metal damper technical field.
Background
The metal damper is a damper commonly used for buildings, can be divided into an axial yielding type damper, a shear yielding type damper, a bending yielding type damper and a torsional yielding type damper in a stress form, is easy to process, stable in hysteretic performance and low in manufacturing cost and maintenance cost, and is widely applied to the field of seismic reinforcement and repair of engineering structures. However, the structural strength and the shock absorption capability of the traditional metal damper are not good enough, and the traditional metal damper is inconvenient to disassemble and maintain in a split mode, so that the practicability needs to be improved, and an energy dissipation and shock absorption device of the metal damper is urgently needed to solve the problems.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims at providing an energy dissipation damping device of metal damper to solve the problem that proposes in the above-mentioned background art, the utility model discloses rational in infrastructure, structural strength is good to possess certain energy dissipation shock-absorbing capacity, make things convenient for the components of a whole that can function independently to dismantle the maintenance, the practicality is strong.
In order to achieve the above purpose, the present invention is realized by the following technical solution: an energy dissipation and shock absorption device of a metal damper comprises a high-strength external steel plate, a reinforcing channel steel, a vertical reinforcing steel plate, a high-strength rubber cross rod, an epoxy resin plate, a high-strength internal steel plate, a mounting vertical plate, a connecting transverse plate, a high-strength central steel plate, a first high-strength fixing bolt and a second high-strength fixing bolt, wherein the epoxy resin plate is symmetrically adhered to the upper end surface and the lower end surface of the high-strength central steel plate, the high-strength internal steel plate is symmetrically mounted on the upper side and the lower side of the high-strength central steel plate, the second high-strength fixing bolt is symmetrically mounted on the left side and the right side of the inside of the high-strength internal steel plate, the high-strength external steel plate is mounted above the high-strength internal steel plate, the first high-strength fixing bolt is symmetrically mounted on the left side and the right side of the inside of the high-strength external steel plate, the connecting transverse plate is symmetrically adhered to the left end surface and the left end surface of the high-strength central steel plate, the connecting transverse plate is welded with the mounting vertical plate, the reinforcing channel steel is symmetrically installed on the front end face and the rear end face of the high-strength central steel plate, vertical reinforcing steel plates are inserted into the inner walls of the reinforcing channel steel, and high-strength rubber cross rods are symmetrically clamped on the left end face and the right end face of each vertical reinforcing steel plate.
Further, consolidate the channel-section steel isotatic lattice and install two sets ofly, it is two sets of the equal symmetry of terminal surface is provided with the locating convex block about consolidating the channel-section steel, two sets of are installed to external steel sheet isotatic lattice of high strength, positioning groove has been seted up to bilateral symmetry around the external steel sheet inner wall of high strength, and positioning groove clamps with the locating convex block mutually.
Further, consolidate the upper and lower bilateral symmetry of channel-section steel inner wall and seted up vertical spacing recess, and vertical spacing recess and vertical reinforcement steel sheet phase-match, vertical reinforcement steel sheet isotacticity cartridge has the multiunit, the multiunit the high strength fixed screw is installed to vertical reinforcement steel sheet inside upper and lower both sides symmetries, consolidate the inside rear side of channel-section steel and open and be equipped with the internal thread hole, and the internal thread hole meshes with the high strength fixed screw mutually, and the multiunit has been seted up to internal thread hole isotacticity.
Further, epoxy board isotacticity is pasted and is had four groups, two sets of are installed to the inside steel sheet isotacticity of high strength, connect diaphragm isotacticity and install two sets ofly, connect diaphragm and installation riser and make by advanced high strength steel.
Further, installation riser isotatic welding even has two sets ofly, two sets of installation through-hole has all been seted up to both sides symmetry about the installation riser is inside, the bilateral symmetry welding has triangle-shaped reinforcing plate about the installation riser right-hand member face, and triangle-shaped reinforcing plate isotatic welding has four groups.
Further, four groups of the first high-strength fixing bolts and the second high-strength fixing bolts are mounted in an equal specification.
The utility model has the advantages that: the utility model relates to an energy dissipation and shock absorption device of a metal damper, because the utility model is added with a high-strength external steel plate, a reinforced channel steel, a vertical reinforced steel plate, an epoxy resin plate, a high-strength internal steel plate, a mounting vertical plate, a connecting horizontal plate and a high-strength central steel plate, when two external building walls generate transverse shearing force, two sets of mounting vertical plates can apply transverse shearing force to two sets of connecting horizontal plates, then the high-strength central steel plate, two sets of high-strength internal steel plates and high-strength external steel plates can bear the transverse shearing force transmitted, simultaneously, four sets of epoxy resin plates can lead the adhesive force and the contractibility of the two sets of high-strength internal steel plates to be stronger, so as to offset most of the vibration transmitted, thereby reinforcing the space between the two external buildings, and the two sets of reinforced channel steel can further reinforce the two sets of high-strength external steel plates, thereby avoid two sets of outside steel sheets of high strength to appear deformation easily at the atress in-process, and the vertical reinforcing steel sheet of multiunit can consolidate two sets of reinforcement channel-section steels, avoid two sets of reinforcement channel-section steels to appear deformation easily at the atress in-process.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:
FIG. 1 is a schematic structural view of an energy dissipating and shock absorbing device of a metal damper of the present invention;
FIG. 2 is a front sectional view of the energy dissipating and shock absorbing device of the metal damper of the present invention;
FIG. 3 is a top sectional view of the energy dissipating and shock absorbing device of the metal damper of the present invention;
FIG. 4 is a right sectional view of the energy dissipating and shock absorbing device of the metal damper of the present invention;
in the figure: 1-high-strength external steel plate, 2-reinforcing channel steel, 21-positioning lug, 3-vertical reinforcing steel plate, 31-high-strength fixing screw, 4-high-strength rubber cross bar, 5-epoxy resin plate, 6-high-strength internal steel plate, 7-mounting vertical plate, 8-connecting transverse plate, 9-high-strength central steel plate, 10-first high-strength fixing bolt and 11-second high-strength fixing bolt.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
Referring to fig. 1-4, the present invention provides a technical solution: an energy dissipation and shock absorption device of a metal damper comprises a high-strength external steel plate 1, a reinforcing channel steel 2, a vertical reinforcing steel plate 3, a high-strength rubber cross rod 4, an epoxy resin plate 5, a high-strength internal steel plate 6, a mounting vertical plate 7, a connecting transverse plate 8, a high-strength central steel plate 9, a first high-strength fixing bolt 10 and a second high-strength fixing bolt 11, wherein the epoxy resin plate 5 is symmetrically adhered to the upper end surface and the lower end surface of the high-strength central steel plate 9, the high-strength internal steel plates 6 are symmetrically installed on the upper side and the lower side of the high-strength central steel plate 9, the second high-strength fixing bolts 11 are symmetrically installed on the left side and the right side of the inside of the high-strength internal steel plate 6, the high-strength external steel plate 1 is installed above the high-strength internal steel plate 6, the first high-strength fixing bolts 10 are symmetrically installed on the left side and the right side of the inside of the high-strength external steel plate 1, the connecting transverse plate 8 is symmetrically adhered to the left and right end surfaces of the high-strength central steel plate 9, connect 8 left end face weldings of diaphragm and have installation riser 7, the terminal surface symmetry is installed around high strength center steel sheet 9 and is consolidated channel-section steel 2, consolidates 2 inner walls cartridges of channel-section steel and have vertical reinforcement steel sheet 3, and the terminal surface symmetry has clamped high strength rubber horizontal pole 4 about vertical reinforcement steel sheet 3, and original metal damper structural strength is not good enough to inconvenient dismantlement problem of maintaining has been solved to this design.
Two groups of reinforcing channel steel 2 are installed in an equal-specification mode, positioning lugs 21 are symmetrically arranged on the upper end surface and the lower end surface of each group of reinforcing channel steel 2, two groups of high-strength external steel plates 1 are installed in an equal-specification mode, positioning grooves are symmetrically formed in the front side and the rear side of the inner wall of each high-strength external steel plate 1 and are clamped with the positioning lugs 21, the positioning grooves and the positioning lugs 21 avoid dislocation and deviation of the reinforcing channel steel 2 in the using process, longitudinal limiting grooves are symmetrically formed in the upper side and the lower side of the inner wall of each reinforcing channel steel 2 and are matched with the vertical reinforcing steel plates 3, a plurality of groups of vertical reinforcing steel plates 3 are inserted in the equal-specification mode, high-strength fixing screws 31 are symmetrically arranged on the upper side and the lower side of the inner part of each group of the vertical reinforcing steel plates 3, internal thread holes are formed in the rear side of the inner part of each reinforcing channel steel 2 and are meshed with the high-strength fixing screws 31, and a plurality of groups of the equal-specification internal thread holes are formed, vertical spacing recess is convenient to carry on spacingly to vertical reinforcement steel sheet 3 up-and-down terminal surface, and high strength set screw 31 is convenient to install vertical reinforcement steel sheet 3 fixedly, and the convenient high strength set screw 31 meshing of internal thread hole is fixed inside reinforcing channel-section steel 2.
Four groups of epoxy resin plates 5 are adhered with equal specifications, two groups of high-strength internal steel plates 6 are arranged with equal specifications, two groups of connecting transverse plates 8 are arranged with equal specifications, the connecting transverse plates 8 and the mounting vertical plates 7 are made of advanced high-strength steel, the four groups of epoxy resin plates 5 enable the two groups of high-strength internal steel plates 6 to have stronger adhesive force and contractibility, thereby increasing the damping and energy dissipation capacity of the device, the connecting transverse plate 8 and the mounting vertical plates 7 made of advanced high-strength steel facilitate the stable mounting and positioning of the device, the mounting vertical plates 7 are welded with two groups in an equal specification manner, mounting through holes are symmetrically formed in the upper side and the lower side of the inner parts of the two groups of mounting vertical plates 7, triangular reinforcing plates are symmetrically welded on the upper side and the lower side of the right end face of the mounting vertical plate 7, and four groups of triangular reinforcing pieces are welded in specifications, the installation through holes facilitate the installation and fixation of the installation vertical plate 7 by external expansion bolts, and the triangular reinforcing pieces enable the connection between the connecting transverse plate 8 and the installation vertical plate 7 to be better in stability.
Four sets of first high strength fixing bolt 10 and the impartial specification of second high strength fixing bolt 11 are installed, and four sets of first high strength fixing bolt 10 conveniently assemble fixedly two sets of high strength outside steel sheet 1 and the inside steel sheet 6 of high strength and high strength well core plate, and four sets of second high strength fixing bolt 11 conveniently connect diaphragm 8 with two sets of high strength inside steel sheet 6 to two sets of connection fixed.
As an embodiment of the present invention: the constructor firstly installs and fixes two sets of installation risers 7 at appointed positions of two external building walls by means of external expansion bolts, in the process, the high-strength external steel plates 1, the high-strength internal steel plates 6, the high-strength central steel plates 9 and the connecting transverse plates 8 are required to be in a horizontal state, in the using process of the device, when the two external building walls generate horizontal shearing force, the two sets of installation risers 7 can apply the horizontal shearing force to the two sets of connecting transverse plates 8, at the moment, the high-strength central steel plates 9, the two sets of high-strength internal steel plates 6 and the high-strength external steel plates 1 can bear the transmitted horizontal shearing force, meanwhile, the four sets of epoxy resin plates 5 enable the two sets of high-strength internal steel plates 6 to have stronger adhesive force and contractibility so as to offset most of transmitted vibration, thereby reinforcing the two external buildings, and the two sets of reinforcing channel steel 2 can further reinforce the two sets of high-strength external steel plates 1, thereby avoid two sets of outside steel sheet 1 of high strength to appear deformation easily at the atress in-process, and the vertical reinforcing steel sheet 3 of multiunit can consolidate two sets of reinforcing channel-section steels 2, avoid two sets of reinforcing channel-section steels 2 to appear deformation easily at the atress in-process, and multiunit high strength rubber horizontal pole 4 can consolidate the vertical reinforcing steel sheet 3 of multiunit, also can cushion the suppression to transmitting most vibrations in the vertical reinforcing steel sheet 3 simultaneously.
When needs are dismantled high strength rubber horizontal pole 4 and are changed, constructor only need loosen multiunit high strength set screw 31 with the help of external spanner, then alright dismantle with the vertical reinforcing steel plate 3 of multiunit, can dismantle the change to multiunit high strength rubber horizontal pole 4 this moment, and tear down four first high strength fixing bolt 10 of group, alright get rid of the change to four epoxy board 5 of group respectively.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. The utility model provides an energy dissipation damping device of metal damper, includes the outside steel sheet of high strength, consolidates the channel-section steel, vertical reinforcement steel sheet, high strength rubber horizontal pole, epoxy board, the inside steel sheet of high strength, installation riser, connection diaphragm, high strength center steel sheet, first high strength fixing bolt and second high strength fixing bolt, its characterized in that: the utility model discloses a steel plate reinforcing method, including high strength center steel sheet, high strength steel sheet, reinforcing channel-section steel inner wall cartridge has vertical reinforcing steel sheet, the terminal surface symmetry is pasted and is had the epoxy board about the high strength center steel sheet, the inside steel sheet of high strength is installed to the bilateral symmetry about the high strength center steel sheet, second high strength fixing bolt is installed to the inside left and right sides symmetry of the inside steel sheet of high strength, the outside steel sheet top of high strength installs the outside steel sheet of high strength, first high strength fixing bolt is installed to the inside left and right sides symmetry of the outside steel sheet of high strength, the terminal surface symmetry laminating has the connection diaphragm about the high strength center steel sheet, it has the installation riser to connect the diaphragm left end face welding, the terminal surface symmetry is installed and is consolidated the channel-section steel around the high strength center steel sheet, it has vertical reinforcing steel sheet inner wall cartridge, the terminal surface symmetry has clamped high strength rubber horizontal pole about the vertical reinforcing steel sheet.
2. An energy-dissipating shock absorbing device of a metal damper as set forth in claim 1, wherein: the reinforced steel channel steel is characterized in that the reinforced steel channel steel is installed in an equal-specification mode, two groups of positioning lugs are symmetrically arranged on the upper end face and the lower end face of the reinforced steel channel steel, two groups of high-strength external steel plates are installed in an equal-specification mode, positioning grooves are symmetrically formed in the front side and the rear side of the inner wall of each high-strength external steel plate, and the positioning grooves are clamped with the positioning lugs.
3. An energy-dissipating shock absorbing device of a metal damper as set forth in claim 1, wherein: vertical spacing recess has been seted up to the bilateral symmetry about consolidating the channel-section steel inner wall, and vertical spacing recess and vertical reinforcement steel sheet phase-match, vertical reinforcement steel sheet isotacticity cartridge has the multiunit, the multiunit high strength fixed screw is installed to vertical reinforcement steel sheet inside both sides symmetry about, consolidate the inside rear side of channel-section steel and open and be equipped with the internal thread hole, and the internal thread hole meshes with high strength fixed screw mutually, and the multiunit has been seted up to internal thread hole isotacticity.
4. An energy-dissipating shock absorbing device of a metal damper as set forth in claim 1, wherein: epoxy board isotacticity is pasted and is had four groups, two sets of are installed to inside steel sheet isotacticity of high strength, two sets of are installed to connection diaphragm isotacticity, it is made by advanced high strength steel to connect diaphragm and installation riser.
5. An energy-dissipating shock absorbing device of a metal damper as set forth in claim 1, wherein: even there are two sets ofly, two sets of installation riser isotatic welding the equal symmetry in both sides has seted up the installation through-hole about the installation riser is inside, the bilateral symmetry welding has triangle-shaped reinforcing plate about the installation riser right-hand member face, and triangle-shaped reinforcing plate isotatic welding has four groups.
6. An energy-dissipating shock absorbing device of a metal damper as set forth in claim 1, wherein: four groups are installed to the equal specification of first high strength fixing bolt and second high strength fixing bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220309159.1U CN216840015U (en) | 2022-02-16 | 2022-02-16 | Energy dissipation and shock absorption device of metal damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220309159.1U CN216840015U (en) | 2022-02-16 | 2022-02-16 | Energy dissipation and shock absorption device of metal damper |
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| Publication Number | Publication Date |
|---|---|
| CN216840015U true CN216840015U (en) | 2022-06-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220309159.1U Active CN216840015U (en) | 2022-02-16 | 2022-02-16 | Energy dissipation and shock absorption device of metal damper |
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| Country | Link |
|---|---|
| CN (1) | CN216840015U (en) |
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2022
- 2022-02-16 CN CN202220309159.1U patent/CN216840015U/en active Active
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