CN114703962B - Steel structure anti-seismic frame structure of waste incineration power generation main plant - Google Patents
Steel structure anti-seismic frame structure of waste incineration power generation main plant Download PDFInfo
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- CN114703962B CN114703962B CN202210463233.XA CN202210463233A CN114703962B CN 114703962 B CN114703962 B CN 114703962B CN 202210463233 A CN202210463233 A CN 202210463233A CN 114703962 B CN114703962 B CN 114703962B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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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
- E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
- E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
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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
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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
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E20/00—Combustion technologies with mitigation potential
- Y02E20/12—Heat utilisation in combustion or incineration of waste
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a steel structure anti-seismic frame structure of a waste incineration power generation main plant, which comprises a main frame, wherein the bottom of the main frame is provided with a supporting leg connected with a foundation, the bottom of the supporting leg is provided with a butt joint table, and the bottom of the butt joint table is provided with a base plate. According to the invention, the butt-joint platform connected with the supporting legs and the base plate connected with the foundation are arranged, the peripheral wall of the base plate is rotatably connected with the shock-absorbing pressing rod, the butt-joint platform is positioned at the upper part of the base plate, after the butt-joint platform is in butt joint with the upper part of the base plate, the shock-absorbing pressing rod elastically limits the peripheral wall and the top of the butt-joint platform, and meanwhile, the shock-absorbing supporting spring is arranged between the butt-joint platform and the base plate, so that the elastic limitation of the periphery, the top and the bottom of the butt-joint platform is realized, and the shock-proof effect is good.
Description
Technical Field
The invention relates to the technical field of steel structure factory building earthquake resistance, in particular to a steel structure earthquake-resistant frame structure of a waste incineration power generation main factory building.
Background
The garbage is usually burned to realize final treatment after dehydration treatment, and the garbage is large in quantity and can be used as fuel required by thermal power generation, a generator set is involved in the thermal power generation and can be matched with a corresponding steel structure factory building, the steel structure factory building plays a role in isolating the generator set, the generator set can generate large vibration during high-speed operation, the vibration can be transmitted to the steel structure factory building through a foundation, the existing steel structure factory building is mainly connected through bolts and local welding, the rigidity of the steel structure factory building can be influenced by long-time vibration, namely, the phenomena of local thread loosening and welding seam cracking easily occur in the steel structure factory building; in the prior market, a damping device is usually connected between a foundation and a steel structure for solving the problem, but the damping device is usually of an integrated structure and only has a damping function in the vertical direction, so that the transverse anti-seismic effect is poor; in addition, the later maintenance of the integrated damping structure is inconvenient, the damping device is mostly a rubber bushing, a damping spring and the like, and the situation of aging and fatigue can occur after one end of use, so that the damping device is inconvenient to maintain.
Therefore, the invention provides a steel structure anti-seismic frame structure of a waste incineration power generation main plant.
Disclosure of Invention
The invention aims to: in order to solve the problems mentioned in the background technology, the steel structure anti-seismic frame structure of the main power house for waste incineration power generation is provided.
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model provides a msw incineration electricity generation main building steel construction antidetonation frame construction, includes the main frame, the bottom of main frame is provided with the landing leg that the ground is connected, the bottom of landing leg sets up the butt joint platform, the bottom of butt joint platform is provided with the bed plate, the periphery wall of bed plate rotates and is connected with the shock attenuation depression bar, the relative bed plate circumference evenly distributed of this shock attenuation depression bar, the outside cover of butt joint platform is equipped with the spacing ring, works as the spacing ring cover is established when the shock attenuation depression bar of circumference evenly distributed is outside, and butt joint platform and bed plate are the flexonics, when the spacing ring breaks away from the shock attenuation depression bar of circumference evenly distributed, butt joint platform and bed plate can the direct separation.
As a further description of the above technical solution:
the up end of bed plate is provided with and docks under the platform terminal surface complex shock attenuation spring that props, be provided with the montant that one end and bed plate periphery wall rotated the connection on the shock attenuation depression bar, be provided with on this montant with the complex shock attenuation roller of dock periphery wall, be provided with the horizontal pole that is located the montant other end on the shock attenuation depression bar, be provided with on this horizontal pole with the shock attenuation pole that docks the cooperation of dock up end and use.
As a further description of the above technical solution:
the damping pressure lever is provided with a limiting rod, one end of the limiting rod is fixedly connected with the free end of the cross rod, and the limiting rod is matched with the limiting ring for use.
As a further description of the above technical solution:
be provided with the adjusting bolt who closes the connection soon with the gag lever post on the shock attenuation pole, when the relative gag lever post of adjusting bolt was screwed, the dynamics increase of shock attenuation pole extrusion butt joint platform, the outside at the montant is established to the shock attenuation roller shell.
As a further description of the above technical solution:
set up the rectangle through-hole that uses with the montant cooperation on the shock attenuation roller, elastic sliding connection has the clamp plate of one side and montant contact in this rectangle through-hole, and under the effect of clamp plate, shock attenuation roller and montant are off-axis and distribute, and the sled hole has been seted up to the periphery wall of this shock attenuation roller.
As a further description of the above technical solution:
the outside cover of shock attenuation roller is equipped with the clamping ring that is close to the shock attenuation pole, this clamping ring and shock attenuation roller axial sliding fit, the bottom of shock attenuation pole is provided with the door type presser foot that uses with the clamping ring cooperation.
As a further description of the above technical solution:
the bed plate is circular with to the platform, U type groove has been seted up to the periphery wall of bed plate, and the degree of depth direction in this U type groove is along the radial of bed plate, the one end of montant and the both sides rotation in the U type groove are connected.
As a further description of the above technical solution:
and a rubber shock-absorbing sleeve covers the outer part of the butt joint platform.
In summary, due to the adoption of the technical scheme, the invention has the beneficial effects that:
1. according to the invention, the butt-joint platform connected with the supporting legs and the base plate connected with the foundation are arranged, the peripheral wall of the base plate is rotatably connected with the shock-absorbing pressing rod, the butt-joint platform is positioned at the upper part of the base plate, after the butt-joint platform is in butt joint with the upper part of the base plate, the shock-absorbing pressing rod elastically limits the peripheral wall and the top of the butt-joint platform, and meanwhile, the shock-absorbing supporting spring is arranged between the butt-joint platform and the base plate, so that the elastic limitation of the periphery, the top and the bottom of the butt-joint platform is realized, and the shock-proof effect is good.
2. According to the invention, the limiting ring is arranged outside the butt joint table, the damping pressure rod is locked on the butt joint table by the limiting ring, and the damping pressure rod can be unfolded by disassembling the limiting ring, so that the damping parts on the damping pressure rod can be conveniently replaced or maintained.
3. According to the invention, the damping rod is provided with the adjusting bolt connected with the limiting rod in a screwing manner, the damping roller is provided with the rectangular through hole matched with the vertical rod for use, the rectangular through hole is internally and elastically connected with the pressing plate with one side in contact with the vertical rod in a sliding manner, and the damping roller and the vertical rod are distributed in an off-axis manner under the action of the pressing plate, so that the elastic extrusion force of the damping pressure rod on the butt joint table can be eliminated by unscrewing the adjusting bolt and controlling the damping roller to rotate, the limiting ring can be easily separated from the damping pressure rod, the separation operation is convenient, the labor intensity is low, and the subsequent maintenance work is convenient.
Drawings
FIG. 1 is a schematic structural view of the overall matching of a main frame, supporting legs, a docking station and a base plate of a steel structure earthquake-resistant frame structure of a main power house for waste incineration power generation provided by the invention;
FIG. 2 is a schematic structural view of the overall matching of the docking station, the bed plate, the damping compression bar and the limiting ring of the steel structure anti-seismic frame structure of the main power house for waste incineration power generation provided by the invention;
FIG. 3 is a schematic structural view of a matching front view of a docking station, a bed plate, a shock absorption pressure rod and a limiting ring of a steel structure anti-seismic frame structure of a waste incineration power generation main plant provided by the invention;
FIG. 4 is a schematic structural diagram of the shock absorption compression bar, the base plate, the limiting ring and the butt joint table of the steel structure anti-seismic frame structure of the main power house for waste incineration power generation provided by the invention in detail;
FIG. 5 is a schematic structural diagram of the cooperation of the damping roller, the vertical rod, the pressing plate and the damping rod of the steel structure anti-seismic frame structure of the main power house for waste incineration power generation provided by the invention.
Illustration of the drawings:
1. a main frame; 2. a support leg; 3. a docking station; 4. a base plate; 41. a shock-absorbing stay spring; 42. a U-shaped groove; 5. a shock absorbing pressure lever; 51. a vertical rod; 511. a damping roller; 5111. a rectangular through hole; 5112. prying a hole; 52. a cross bar; 521. a shock-absorbing lever; 5211. adjusting the bolt; 5212. a gate-shaped presser foot; 53. a limiting rod; 6. a limiting ring; 7. pressing a plate; 8. and (5) pressing a ring.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example 1
Referring to fig. 1-5, a steel structure anti-seismic frame structure of a main building for waste incineration power generation comprises a main frame 1, a supporting leg 2 connected with a foundation is arranged at the bottom of the main frame 1, a docking station 3 is arranged at the bottom of the supporting leg 2, a connecting column fixedly connected with the bottom of the supporting leg 2 is welded at the upper end surface of the docking station 3, a base plate 4 is arranged at the bottom of the docking station 3, the base plate 4 and the docking station 3 are separable, a pile plate connected with the foundation through a bolt is welded at the bottom of the base plate 4, a damping pressure rod 5 is rotatably connected to the outer peripheral wall of the base plate 4, the damping pressure rod 5 is circumferentially and uniformly distributed relative to the base plate 4, a limiting ring 6 is sleeved outside the docking station 3, when the limiting ring 6 is sleeved outside the damping pressure rod 5 which is circumferentially and uniformly distributed, the docking station 3 and the base plate 4 are flexibly connected, that is, the damping pressure rod 5 is rotated, and then the limiting ring 6 is used for limiting the damping pressure rod 5, the docking station 3 and the base plate 4 are flexibly connected, a rubber shock-absorbing sleeve can cover the exterior of the docking station 3, the main frame 1 adopts a fixed connection structure, the whole main frame 1 and the foundation are flexibly connected, when the foundation generates large shock due to the rotation of the thermal power generator, the influence of the shock on the main frame 1 is greatly reduced due to the flexible connection characteristic, and the shock-proof function is further realized, wherein the specific flexible connection mode is as follows, a shock-absorbing support spring 41 matched with the lower end face of the docking station 3 is arranged on the upper end face of the base plate 4, the shock-absorbing support spring 41 has the function of elastically connecting the lower end face of the docking station 3 with the base plate 4, a vertical rod 51 with one end rotatably connected with the peripheral wall of the base plate 4 is arranged on the shock-absorbing pressure rod 5, and a shock-absorbing roller 511 matched with the peripheral wall of the docking station 3 is arranged on the vertical rod 51, the damping roller 511 is contacted with the peripheral wall of the docking station 3, so as to play a role of damping the docking station 3 transversely, the damping pressure lever 5 is provided with a cross bar 52 positioned at the other end of a vertical bar 51, the cross bar 52 is provided with a shock absorbing rod 521 which is matched with the upper end surface of the docking station 3 for use, in the embodiment, the bottom of the shock absorbing rod 521 is contacted and extruded with the upper end surface of the docking station 3, which plays a role of elastically extruding the top of the docking station 3, wherein the damping pressure lever 5 is provided with a limiting rod 53 with one end fixedly connected with the free end of the cross rod 52, the limiting rod 53 is matched with the limiting ring 6 for use, the limiting ring 6 is sleeved outside the connecting column in a clearance way, when the limiting rods 53 which are uniformly distributed in the circumferential direction are attached to the outer circumferential wall of the butt joint table 3, the limiting ring 6 can be sleeved outside the limiting rods 53 to play a role of locking the limiting rods 53 on the connecting column, at the moment, the periphery of the butt joint table 3 is in contact with the damping roller 511, the damping rubber is sleeved outside the damping roller 511, the top of the docking station 3 is contacted with an elastic shock-absorbing rod 521, the shock-absorbing rod 521 adopts a telescopic stay bar structure containing a spring, the bottom of the butt-joint table 3 is contacted with the damping support spring 41, thereby realizing flexible connection, when the limiting ring 6 is separated from the damping pressure rods 5 which are uniformly distributed along the circumferential direction, the docking station 3 and the base plate 4 can be separated directly, that is, the limit ring 6 is pushed upwards to separate from the limit rod 53, the shock absorption pressure rod 5 is rotated to separate from the docking station 3, wherein the base plate 4 and the butt-joint table 3 are both round, the peripheral wall of the base plate 4 is provided with a U-shaped groove 42, the depth direction of the U-shaped groove 42 is along the radial direction of the base plate 4, one end of the vertical rod 51 is rotatably connected with two sides in the U-shaped groove 42, and therefore shock-absorbing accessories (such as spring components and rubber components) can be replaced conveniently.
Example 2
Referring to fig. 4 and 5, the difference from embodiment 1 is that an adjusting bolt 5211 screwed with the limiting rod 53 is arranged on the damping rod 521, when the adjusting bolt 5211 is screwed with respect to the limiting rod 53, the force of the damping rod 521 pressing the abutting table 3 is increased, so that when the adjusting bolt 5211 is unscrewed, the limiting rod 53 can be easily controlled to be attached to the connecting column, so as to facilitate the connection of the limiting ring 6 and the limiting rod 53, the labor intensity is low, then the elastic limit with the top and the bottom of the abutting table can be realized by screwing the adjusting bolt 5211, the damping roller 511 is sleeved outside the vertical rod 51, further described as the damping roller 511 is provided with a rectangular through hole 5111 matched with the vertical rod 51, the rectangular through hole 5111 and the vertical rod 51 are connected in a clearance fit manner, that is the damping roller 511 can rotate with respect to the vertical rod 51, and a pressure plate 7 with one side contacting with the vertical rod 51 is elastically and slidably connected in the rectangular through hole 5111, a damping spring can be arranged between the pressure plate 7 and one end in the rectangular through hole 5111, under the action of the pressure plate 7, the damping roller 511 and the vertical rod 51 are distributed off-axis, so that when the damping roller 511 is controlled to rotate, elastic extrusion force can be added to the butt joint table 3, the transverse damping degree of the butt joint table 3 is further increased, the transverse amplitude and the vibration frequency of the butt joint table 3 are reduced, a prying hole 5112 is formed in the outer peripheral wall of the damping roller 511, the prying hole 5112 facilitates the insertion of an external prying bar, then the damping roller 511 can be driven to rotate by rotating the prying bar, wherein a compression ring 8 close to the damping rod 521 is sleeved outside the damping roller 511, in the embodiment, the lower end face of the compression ring 8 is in contact with the upper end face of the butt joint table 3, the compression ring 8 is in axial sliding fit with the damping roller 511, the damping rod 521 elastically limits the butt joint table 3 through the compression ring 8, a gate-shaped compression ring 5212 matched with the damping rod 521 is arranged at the bottom of the damping rod 521, the gate presser foot 5212 is pressed against the pressing ring 8, and has a function of preventing the rotation thereof, that is, a function of locking the damper roller 511 in the circumferential direction.
The working principle is as follows: during the use, when needs are maintained to the antidetonation frame, with the help of external spanner unscrew adjusting bolt 5211, door type presser foot 5212 breaks away from clamping ring 8, the extrusion elasticity of butt joint platform 3's up end is contacted, then it is rotatory to control damping roller 511 with the help of the crowbar, make and remove the elastic extrusion force to butt joint platform 3 periphery wall, lift spacing ring 6, just can outwards rotate damping pressure bar 5 this moment, the convenient operation such as damping unit change or maintenance to damping pressure bar 5, after the maintenance finishes, reset one by one according to the mode of dismantling can.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
Claims (6)
1. The utility model provides a msw incineration electricity generation main building steel construction antidetonation frame construction, includes main frame (1), the bottom of main frame (1) is provided with landing leg (2) of being connected with the ground, its characterized in that, the bottom of landing leg (2) sets up butt joint platform (3), butt joint platform (3) the up end welding one with landing leg (2) bottom fixed connection's spliced pole, the bottom of butt joint platform (3) is provided with bed plate (4), the pile plate that the bottom welding of bed plate (4) and ground pass through bolted connection, the periphery wall of bed plate (4) rotates and is connected with shock attenuation depression bar (5), this shock attenuation depression bar (5) relative bed plate (4) circumference evenly distributed, the outside clearance cover of spliced pole is equipped with spacing ring (6), works as spacing ring (6) cover is established when circumference evenly distributed's shock attenuation depression bar (5) is outside, and docking station (3) and bed plate (4) are the flexonics, when spacing ring (6) break away from circumference evenly distributed's shock attenuation depression bar (5), and docking station (3) and bed plate (4) can the direct separation, the up end of bed plate (4) is provided with and docks platform (3) down terminal surface complex shock attenuation spring (41), shock attenuation depression bar (5) rotate montant (51) of being connected including one end and bed plate (4) periphery wall, be provided with on this montant (51) with docking station (3) periphery wall complex shock attenuation roller (a), (6) 511 Damping roller (511) and the periphery wall contact of butt joint platform (3), damping pressure lever (5) are still including horizontal pole (52) that are located montant (51) the other end, be provided with on this horizontal pole (52) and connect the elastic damping pole (521) that platform (3) up end cooperation was used, damping pressure lever (5) are still including one end and horizontal pole (52) free end fixed connection's gag lever post (53), this gag lever post (53) and spacing ring (6) cooperation are used, when gag lever post (53) laminating of circumference evenly distributed is on the periphery wall of spliced pole, establish the outside at gag lever post (53) with spacing ring (6) cover, play the effect of locking gag lever post (53) on the spliced pole, this moment connect platform (3) all around with damping roller (511) contact, the outside cover of damping roller (511) establishes damping rubber, butt joint platform (3) top and elastic damping pole (521) contact.
2. The steel structure anti-seismic frame structure of the main factory building for waste incineration and power generation as claimed in claim 1, wherein the elastic shock-absorbing rod (521) is provided with an adjusting bolt (5211) screwed with the cross rod (52), when the adjusting bolt (5211) is screwed with respect to the cross rod (52), the force of the elastic shock-absorbing rod (521) extruding the butt-joint table (3) is increased, and the shock-absorbing roller (511) is sleeved outside the vertical rod (51).
3. The steel structure anti-seismic frame structure of the main power house for waste incineration power generation according to claim 2, wherein the damping roller (511) is provided with a rectangular through hole (5111) matched with the vertical rod (51) for use, the rectangular through hole (5111) is internally and elastically connected with a pressing plate (7) with one side contacting with the vertical rod (51) in a sliding manner, under the action of the pressing plate (7), the damping roller (511) and the vertical rod (51) are distributed off-axis, and the outer peripheral wall of the damping roller (511) is provided with a prying hole (5112).
4. The steel structure anti-seismic frame structure of the waste incineration power generation main building as claimed in claim 3, wherein the damping roller (511) is externally sleeved with a pressing ring (8) close to the elastic damping rod (521), the lower end face of the pressing ring (8) is in contact with the upper end face of the butt joint table (3), the pressing ring (8) is in axial sliding fit with the damping roller (511), and the bottom of the elastic damping rod (521) is provided with a gate-shaped presser foot (5212) used in cooperation with the pressing ring (8).
5. The steel structure anti-seismic frame structure of the main factory building for waste incineration power generation according to claim 1, wherein the base plate (4) and the docking station (3) are both circular, a U-shaped groove (42) is formed in the peripheral wall of the base plate (4), the depth direction of the U-shaped groove (42) is along the radial direction of the base plate (4), and one end of the vertical rod (51) is rotatably connected with two sides in the U-shaped groove (42).
6. The steel structure anti-seismic frame structure of the main factory building for waste incineration power generation according to claim 1, wherein the exterior of the docking station (3) is covered with a rubber shock-absorbing sleeve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210463233.XA CN114703962B (en) | 2022-04-28 | 2022-04-28 | Steel structure anti-seismic frame structure of waste incineration power generation main plant |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210463233.XA CN114703962B (en) | 2022-04-28 | 2022-04-28 | Steel structure anti-seismic frame structure of waste incineration power generation main plant |
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| CN114703962B true CN114703962B (en) | 2022-10-28 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| US5303524A (en) * | 1992-03-09 | 1994-04-19 | Caspe Marc S | Earthquaker protection system and method of installing same |
| KR101420981B1 (en) * | 2013-07-04 | 2014-07-17 | 창원대학교 산학협력단 | Earthquake-resistant equipment of link type wind power generator |
| DK179262B1 (en) * | 2016-08-31 | 2018-03-19 | Ngi As | Seismic leveling unit with partially spherical top and bottom nut as well as application |
| CN208315328U (en) * | 2018-05-07 | 2019-01-01 | 皮春红 | A kind of transformer being readily transported |
| CN209179235U (en) * | 2018-11-05 | 2019-07-30 | 安徽华盛国际建筑设计工程咨询有限公司 | A kind of aseismatic bearing for building |
| CN210395702U (en) * | 2019-04-18 | 2020-04-24 | 上海航天建筑设计院有限公司 | Steel construction formula antidetonation industry factory building |
| CN111576636A (en) * | 2020-06-02 | 2020-08-25 | 杭州曼京科技有限公司 | A isolation bearing device for green building engineering |
| CN213709857U (en) * | 2020-10-30 | 2021-07-16 | 柳连江 | Effectual room of antidetonation constructs frame construction |
| CN215442487U (en) * | 2021-01-08 | 2022-01-07 | 金陵科技学院 | Energy-saving earthquake-resistant building structure |
| CN214737323U (en) * | 2021-02-27 | 2021-11-16 | 谈潭 | Bridge anti-seismic structure |
| CN216379978U (en) * | 2021-03-18 | 2022-04-26 | 河北钢铁集团矿业有限公司 | Effectual steel vestibule of shock attenuation and sliding support who is connected with building |
| CN215716212U (en) * | 2021-09-15 | 2022-02-01 | 胡海洋 | Civil engineering structure damping device |
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