CN113863744A - Vibration suppression type high-rise stereo garage structure - Google Patents
Vibration suppression type high-rise stereo garage structure Download PDFInfo
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- CN113863744A CN113863744A CN202111388284.2A CN202111388284A CN113863744A CN 113863744 A CN113863744 A CN 113863744A CN 202111388284 A CN202111388284 A CN 202111388284A CN 113863744 A CN113863744 A CN 113863744A
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- buckling
- stereo garage
- fixing plate
- restrained
- rise
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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
- E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
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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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
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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
- 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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- 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
- E04H9/024—Structures with steel columns and beams
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a vibration suppression type high-rise stereo garage structure which comprises a front combined frame and a rear combined frame which are connected through a plurality of middle connecting rods, wherein the front combined frame and the rear combined frame respectively comprise a plurality of cross beams and longitudinal beams, the cross beams and the longitudinal beams are connected in a staggered type square shape, and the cross beams and the longitudinal beams are fixed at staggered positions through welding; and a buckling-restrained component is arranged in the square structure. According to the invention, the energy generated by dissipation vibration is absorbed by the anti-buckling component, so that the lateral displacement of the garage frame is inhibited, the large deformation of the high-rise three-dimensional garage is effectively prevented, and the garage structure is more stable and reliable.
Description
Technical Field
The invention belongs to the technical field of stereo garages, and particularly relates to a vibration suppression type high-rise stereo garage structure.
Background
In recent years, as the national economic level is continuously improved, the number of private cars is gradually increased year by year, the problem of difficult parking becomes more and more obvious, and the stereo garage is one of effective ways for solving the problem. The high-rise three-dimensional garage is widely applied by virtue of the advantages of small occupied area, high space utilization rate, convenience in use, safety, reliability, flexibility in configuration, few additional equipment and the like. However, the existing high-rise stereo garage structure faces a great problem, and can generate large lateral displacement under the action of heavy loads such as wind, rain, earthquake, transmission and the like. The collision between vehicles and the garage is caused if the collision is small, and the whole garage is unstable and collapses if the collision is large, so that great economic loss is caused, and even the life safety of customers is threatened.
At present, the research patents of the stereo garage structure are many. In a Chinese patent 'anti-torsion stereo garage frame structure' (application number 201922120694.3) granted on 11/3/2020, two mutually crossed support rods are rigidly fixed at staggered positions of cross beams and longitudinal beams and are connected into a whole through bolts, so that the rigidity strength of the whole garage frame is increased, the transmission torque is reduced, and the anti-torsion effect is further achieved; a chinese patent entitled "a vertical circulation stereo garage frame body capable of being assembled in a modular manner" (application No. 201611176966.6) granted on 3, month and 8 in 2017, which adopts a modular design, and achieves the purpose of adjusting the height of the stereo garage by increasing the number of frame modules. However, when dealing with heavy loads such as wind, rain, earthquake, transmission and the like, the two patents cannot timely absorb energy generated by dissipation vibration, and cannot effectively prevent large deformation of the stereo garage, particularly a high-rise stereo garage.
Disclosure of Invention
Aiming at the defects in the prior art, the invention provides a vibration-suppressing high-rise stereo garage structure, which introduces a novel buckling-preventing component on the original stereo garage frame main body structure to absorb energy generated by dissipation vibration, effectively prevents large deformation of a stereo garage by suppressing lateral displacement through energy consumption, and is beneficial to high-rise development of the stereo garage.
The technical scheme of the invention is as follows:
a vibration suppression type high-rise stereo garage structure comprises a front combined frame and a rear combined frame which are connected through a plurality of middle connecting rods, wherein the middle connecting rods are fixed with the front combined frame and the rear combined frame through welding; the front combined frame and the rear combined frame are respectively composed of a plurality of cross beams and longitudinal beams, the cross beams and the longitudinal beams are connected in a staggered square shape, and the cross beams and the longitudinal beams are fixed at staggered positions through welding; and a buckling-restrained component is arranged in the square structure.
Furthermore, the anti-buckling components are fixed inside the square-shaped structures through fixing plates, each square-shaped structure comprises four fixing plates and two anti-buckling components, the four fixing plates can be divided into a first fixing plate, a second fixing plate, a third fixing plate and a fourth fixing plate, the first fixing plate and the second fixing plate are welded to the lower side of the middle part of the upper cross beam of the square-shaped structure, and the third fixing plate and the fourth fixing plate are respectively welded to the lower left corner and the lower right corner inside the square-shaped structure; the buckling-restrained component can be divided into a buckling-restrained component I and a buckling-restrained component II, the two ends of the buckling-restrained component I are fixedly connected with the fixing plate I and the fixing plate III through bolts respectively, and the two ends of the buckling-restrained component II are fixedly connected with the fixing plate II and the fixing plate IV through bolts respectively.
Furthermore, the buckling-restrained component not only plays a role in supporting and reinforcing the garage frame, but also can absorb and dissipate energy generated by vibration of the garage frame in time, and effectively prevents large deformation of the stereo garage by restraining lateral displacement of the frame through energy consumption.
Furthermore, the high-rise stereo garage structure can be additionally provided with anti-buckling components with different bearing capacities according to different use environments and design requirements of the garage, so that the cost is saved, and the environmental adaptability of the high-rise stereo garage is improved.
The invention has the beneficial effects that:
(1) the buckling-restrained component is introduced to the main body structure of the original stereo garage, so that energy generated by vibration of the frame of the dissipative garage can be absorbed in time, and large deformation of the stereo garage is effectively prevented.
(2) When the use environment is different from the design requirement, the buckling-restrained component with different bearing capacities can be additionally arranged on the main body structure of the three-dimensional garage, so that the cost is saved, and the environmental adaptability of the high-rise three-dimensional garage is improved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is an overall schematic view of a vibration damping type high-rise stereo garage structure of the present invention;
FIG. 2 is a partial schematic view of a vibration suppressing high-rise stereo garage structure of the present invention;
FIG. 3 is a schematic view of the connection between the anti-buckling member and the fixing plate according to the present invention;
FIG. 4 is a rear view of FIG. 3;
in the figure: 1-a middle connecting rod; 2-front combined frame; 3-rear combined frame; 4, a cross beam; 5, longitudinal beams; 6-a buckling restrained member; 7, fixing a plate; 8, a bolt; 9, fixing a plate I; 10, fixing a second plate; 11-fixing a plate III; 12-fixing the plate IV; 13-a first anti-buckling component; and 14, a second buckling-restrained component.
Detailed Description
As shown in fig. 1-4, a vibration-damping high-rise stereo garage structure comprises a front combined frame 2 and a rear combined frame 3 which are connected through a plurality of intermediate connecting rods 1, wherein the intermediate connecting rods 1 are fixed with the front combined frame 2 and the rear combined frame 3 through welding; the front combined frame 2 and the rear combined frame 3 are respectively composed of a plurality of cross beams 4 and longitudinal beams 5, the cross beams 4 and the longitudinal beams 5 are connected in a staggered square shape, and the cross beams 4 and the longitudinal beams 5 are fixed at staggered positions through welding; the inside of the square structure is provided with a buckling-restrained component 6.
The buckling-restrained components 6 are fixed inside the square-shaped structures through fixing plates 7, each square-shaped structure comprises four fixing plates 7 and two buckling-restrained components 6, the four fixing plates can be divided into a first fixing plate 9, a second fixing plate 10, a third fixing plate 11 and a fourth fixing plate 12, the first fixing plate 9 and the second fixing plate 10 are welded to the lower side of the middle of the upper cross beam 4 of the square-shaped structure, and the third fixing plate 11 and the fourth fixing plate 12 are welded to the lower left corner and the lower right corner inside the square-shaped structures respectively; the buckling-restrained component 6 can be divided into a buckling-restrained component I13 and a buckling-restrained component II 14, two ends of the buckling-restrained component I13 are fixedly connected with a fixing plate I9 and a fixing plate III 11 through bolts 8 respectively, and two ends of the buckling-restrained component II 14 are fixedly connected with a fixing plate II 10 and a fixing plate IV 12 through bolts 8 respectively.
Specifically, as shown in fig. 1, in the vibration damping type high-rise stereo garage structure, on the basis of an original stereo garage frame structure, a support rod inside the original square-shaped structure is replaced by a buckling-restrained component 6; the buckling-restrained component 6 is various energy-consuming damping components which can absorb energy generated by dissipation vibration when heavy loads such as wind, rain, earthquakes and transmission act on the high-rise three-dimensional garage, and the three-dimensional garage is prevented from generating large deformation by energy consumption and lateral displacement inhibition. Meanwhile, the anti-vibration high-rise stereo garage structure can be additionally provided with the anti-bending component 6 with different bearing capacities according to different use environments and design requirements. In brief, when the stereo garage is in an area with frequent typhoon weather and frequent earthquake activity, the anti-buckling component 6 with large bearing capacity can be additionally arranged; when the solar energy collecting device is in an area with stable weather, the anti-buckling component 6 with small bearing capacity can be additionally arranged. The cost is saved, and the environmental adaptability of the high-rise stereo garage is improved.
The above embodiments are merely illustrative of the technical ideas and features of the present invention, and the purpose thereof is to enable those skilled in the art to understand the contents of the present invention and implement the present invention, and not to limit the protection scope of the present invention. All equivalent changes and modifications made according to the spirit of the present invention should be covered within the protection scope of the present invention.
Claims (4)
1. A vibration suppression type high-rise stereo garage structure comprises a front combined frame (2) and a rear combined frame (3) which are connected through a plurality of middle connecting rods (1), wherein the middle connecting rods (1) are fixed with the front combined frame (2) and the rear combined frame (3) through welding; the front combined frame (2) and the rear combined frame (3) are respectively composed of a plurality of cross beams (4) and longitudinal beams (5), the cross beams (4) and the longitudinal beams (5) are connected in a staggered square shape, and the cross beams (4) and the longitudinal beams (5) are fixed at staggered positions by welding; and a buckling-restrained component (6) is arranged in the square structure.
2. The vibration-damping high-rise stereo garage structure according to claim 1, wherein: the buckling-restrained components (6) are fixed inside the square-shaped structures through fixing plates (7), each square-shaped structure comprises four fixing plates (7) and two buckling-restrained components (6), the four fixing plates can be divided into a first fixing plate (9), a second fixing plate (10), a third fixing plate (11) and a fourth fixing plate (12), the first fixing plate (9) and the second fixing plate (10) are welded to the lower side of the middle of an upper cross beam (4) of the square-shaped structure, and the third fixing plate (11) and the fourth fixing plate (12) are respectively welded to the lower left corner and the lower right corner inside the square-shaped structure; buckling-restrained component (6) can be divided into buckling-restrained component one (13) and buckling-restrained component two (14), the both ends of buckling-restrained component one (13) are passed through bolt (8) and are realized fixed connection with fixed plate one (9) and fixed plate three (11) respectively, the both ends of buckling-restrained component two (14) are passed through bolt (8) and are realized fixed connection with fixed plate two (10) and fixed plate four (12) respectively.
3. The vibration-damping high-rise stereo garage structure according to claim 1, wherein: the buckling-restrained component (6) not only plays a role in supporting and reinforcing the garage frame, but also can absorb and dissipate energy generated by vibration of the garage frame in time, and effectively prevents large deformation of the stereo garage by restraining lateral displacement of the frame through energy consumption.
4. The vibration-damping high-rise stereo garage structure according to claim 1, wherein: high-rise stereo garage structure can install the different buckling-restrained component of bearing capacity (6) additional according to the service environment and the difference of design requirement in garage, has saved the cost, has improved high-rise stereo garage's environmental adaptability.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111388284.2A CN113863744A (en) | 2021-11-22 | 2021-11-22 | Vibration suppression type high-rise stereo garage structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111388284.2A CN113863744A (en) | 2021-11-22 | 2021-11-22 | Vibration suppression type high-rise stereo garage structure |
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| Publication Number | Publication Date |
|---|---|
| CN113863744A true CN113863744A (en) | 2021-12-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111388284.2A Pending CN113863744A (en) | 2021-11-22 | 2021-11-22 | Vibration suppression type high-rise stereo garage structure |
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| Country | Link |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007224503A (en) * | 2006-02-21 | 2007-09-06 | Shin Nikkei Co Ltd | Knockdown garage |
| CN206368458U (en) * | 2016-12-09 | 2017-08-01 | 山东科技大学 | A kind of shock-absorbing type frame-shear-wall structure |
| CN206368430U (en) * | 2016-12-09 | 2017-08-01 | 山东科技大学 | A kind of shock-absorbing type steel-frame structure |
| US20170234012A1 (en) * | 2015-08-31 | 2017-08-17 | Nippon Steel & Sumikin Engineering Co., Ltd. | Buckling-restrained brace and method of manufacturing buckling-restrained brace |
| CN108952290A (en) * | 2018-09-26 | 2018-12-07 | 清华大学 | The energy-dissipating and shock-absorbing body structure at overhead only column station |
| CN209369176U (en) * | 2018-11-14 | 2019-09-10 | 天津大学建筑设计研究院 | A kind of combined special-shaped column structure system using anti-buckling support |
| CN110778176A (en) * | 2019-11-28 | 2020-02-11 | 广东三浦车库股份有限公司 | Anti-twisting stereo garage frame structure |
-
2021
- 2021-11-22 CN CN202111388284.2A patent/CN113863744A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007224503A (en) * | 2006-02-21 | 2007-09-06 | Shin Nikkei Co Ltd | Knockdown garage |
| US20170234012A1 (en) * | 2015-08-31 | 2017-08-17 | Nippon Steel & Sumikin Engineering Co., Ltd. | Buckling-restrained brace and method of manufacturing buckling-restrained brace |
| CN206368458U (en) * | 2016-12-09 | 2017-08-01 | 山东科技大学 | A kind of shock-absorbing type frame-shear-wall structure |
| CN206368430U (en) * | 2016-12-09 | 2017-08-01 | 山东科技大学 | A kind of shock-absorbing type steel-frame structure |
| CN108952290A (en) * | 2018-09-26 | 2018-12-07 | 清华大学 | The energy-dissipating and shock-absorbing body structure at overhead only column station |
| CN209369176U (en) * | 2018-11-14 | 2019-09-10 | 天津大学建筑设计研究院 | A kind of combined special-shaped column structure system using anti-buckling support |
| CN110778176A (en) * | 2019-11-28 | 2020-02-11 | 广东三浦车库股份有限公司 | Anti-twisting stereo garage frame structure |
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Application publication date: 20211231 |
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