CN107939134B - Anti-seismic building structure in smart city - Google Patents
Anti-seismic building structure in smart city Download PDFInfo
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- CN107939134B CN107939134B CN201711157431.9A CN201711157431A CN107939134B CN 107939134 B CN107939134 B CN 107939134B CN 201711157431 A CN201711157431 A CN 201711157431A CN 107939134 B CN107939134 B CN 107939134B
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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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Abstract
The invention discloses an anti-seismic building structure in a smart city, which comprises a main building, wherein four column feet are arranged at four corners of the bottom of the main building, springs are sleeved on the column feet, the column feet are arranged on the ground, a support column is fixedly arranged below the column feet, the bottom of the support column is fixedly arranged on a foundation below the ground, when the main building is vibrated, the springs sleeved on the column feet can buffer the building, and in addition, the bottom of the support column is fixedly arranged on the foundation so that the main building is more stably arranged on the foundation, and the stability of the main building is enhanced; the lower part of the main building is provided with a hemispherical supporting platform, the hemispherical supporting platform is favorable for the building main body to consume seismic energy by means of self swing, the bottom of the outer wall of the supporting platform is provided with a plurality of steel bars, and the steel bars are embedded in the ground, so that the stability of the main building is enhanced and the seismic capacity of the supporting platform is improved.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to an earthquake-resistant building structure in a smart city.
Background
At present, building structures at home and abroad are mainly reinforced concrete and bricks, the earthquake resistance of buildings is improved, the whole stability of the building after the building section is still improved, and the whole stability of the building structure is improved by consuming a large amount of building materials, namely, the shock of earthquake waves is resisted by a measure of 'steel-gram steel'. Although it is clear to human beings that the usage amount of the building materials is in direct proportion to the grade of resisting the earthquake, the corresponding relation of the usage amount of the building materials is not clear to human beings, the area, the grade and the occurrence time of the earthquake cannot be predicted, and the usage amount of the building materials has certain blindness. When the using amount of the building materials is too small, the building is collapsed by sudden earthquake, and great loss is brought to human and property; when the using amount of the building materials is too large and greatly exceeds the capability of resisting earthquake, or when earthquake does not occur, the excessive using amount of the building materials does not accord with the low-carbon trend in the world nowadays, and the natural environment for human existence is seriously damaged.
Various seismic isolation structures are applied to existing building structures to prevent buildings from being damaged in earthquakes. For example, by increasing the stiffness of a building structure, its resistance to damage is improved; for another example, various shock insulation supports are arranged on the basis of the building structure to absorb energy during earthquake, so that the building structure is protected. However, even if the seismic isolation structure is protected during an earthquake, the building structure still inevitably swings to a certain extent, so that the building structure is damaged to a certain extent, and particularly, when the earthquake occurs strongly, the building structure is damaged or even collapsed due to excessive swinging.
Disclosure of Invention
The invention aims to provide an earthquake-resistant building structure in a smart city, and aims to solve the problems that the existing building structure still inevitably swings to a certain extent, so that the building structure is damaged to a certain extent, and particularly, the building structure is damaged or even collapsed due to overlarge swinging during a strong earthquake.
In order to realize the purpose, the invention provides the following technical scheme: the utility model provides an antidetonation building structure in wisdom city, includes the main part building, its characterized in that: the bottom four corners department of main part building be equipped with four column bases, the column base on the cover be equipped with the spring, the column base locate subaerially, the below of column base set firmly the support column, the bottom of support column set firmly on the ground of below ground, the below of main part building be equipped with hemispherical supporting platform.
Preferably, the bottom of the outer wall of the supporting platform is provided with a plurality of steel bars, and the steel bars are embedded in the ground.
Preferably, the top of main part building be equipped with many positioning bolt, the both sides of main part building still be equipped with many stands, the stand pass ground and fix on the ground, positioning bolt and stand be the one-to-one relation, stand and main part building between be equipped with many ribs, the one end and the stand of rib link firmly, the other end links firmly with the positioning bolt who locates on the main part building.
Preferably, a buffer pad is further arranged between the adjacent column bases, and the buffer pad is filled in a gap between the main building and the ground.
Preferably, the column is further coated with a fluorescent layer, and the fluorescent layer is prepared from a fluorescent powder material.
Preferably, the rib is a steel wire rope.
Preferably, the cushion pad is made of rubber; the bottom of the support frame is provided with a damping device which is composed of a transverse baffle, a vertical baffle and a fixed support frame, the upper ends of two upper edges of the fixed support frame are provided with the transverse baffle, and the upper ends of two short edges are provided with the vertical baffle.
Compared with the prior art, the invention has the beneficial effects that:
(1) this shock-resistant building structure is equipped with four column bases through the bottom four corners department at the main part building, the cover is equipped with the spring on the column base, the column base is located subaerially, the below of column base has set firmly the support column, the bottom of support column sets firmly on the ground of below ground, when the main part building receives vibrations, the spring of establishing on the column base can have the effect of buffering to the building, in addition, set firmly the bottom of support column on the ground also for making the more stable ground of locating of main part building, strengthen the stability of main part building.
(2) This antidetonation building structure is equipped with hemispherical supporting platform through the below at the main part building, sets up hemispherical supporting platform and does benefit to the building main part and relies on the swing of self to consume seismic energy, and supporting platform's outer wall bottom is equipped with many billet, and the billet inlays locates ground, this is the stability and the shock resistance who improves supporting platform for more reinforcing the main part building.
(3) This antidetonation building structure through being equipped with many ribs between stand and main body building, the one end and the stand of rib link firmly, and the other end links firmly with the positioning bolt who locates main body building on, and positioning bolt and stand are the one-to-one relation, and when main body building received vibrations, the rib of main body building both sides made main body building can not rock at will, and its purpose also is the stability of reinforcing main body building.
(4) This antidetonation building structure through still being equipped with the blotter between adjacent column base, the blotter is filled in the space between main body building and ground, when meetting strong vibrations like this, when having the slip between main body building and the column base, the blotter of main body building removal in-process supporting platform below can have the effect of a buffering to main body building to improve main body building's shock resistance.
(5) The anti-seismic building structure is characterized in that the vertical columns are also coated with fluorescent layers which are prepared from fluorescent powder materials, so that passersby can be conveniently illuminated; the bottom of the support frame is provided with a damping device which is composed of a transverse baffle, a vertical baffle and a fixed support frame, the upper ends of two upper edges of the fixed support frame are provided with the transverse baffle, and the upper ends of two short edges are provided with the vertical baffle.
Drawings
FIG. 1 is a schematic structural view of an earthquake-resistant building structure in a smart city according to the present invention;
FIG. 2 is a schematic structural view of a seismic building structure foundation portion in a smart city according to the present invention;
FIG. 3 is a schematic structural view of a seismic structural support platform portion of a smart city according to the present invention;
FIG. 4 is a schematic structural view of the column portion of the earthquake-resistant building structure in a smart city according to the present invention;
FIG. 5 is a schematic view of a shock absorbing structure according to the present invention.
Wherein, 11, main building; 111. positioning the bolt; 12. a column shoe; 13. a spring; 14. a ground surface; 15. a support pillar; 16. a foundation; 17. a support platform; 171. a steel bar; 172. a cushion pad; 18. a column; 181. a fluorescent layer; 19. ribs, 101-transverse baffles; 102-fixing a supporting frame; 103-a heat dissipation area; 104-a groove; 105-vertical baffles, 101-horizontal baffles; 102-fixing a supporting frame; 103-a heat dissipation area; 104-a groove; 105-vertical baffle.
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.
Referring to fig. 1-4, an earthquake-resistant building structure in a smart city includes a main building 11, four column bases 12 are arranged at four corners of the bottom of the main building 11, springs 13 are sleeved on the column bases 12, the column bases 12 are arranged on the ground 14, support columns 15 are fixedly arranged below the column bases 12, the bottoms of the support columns 15 are fixedly arranged on a foundation 16 below the ground 14, when the main building 11 is vibrated, the springs 13 sleeved on the column bases 12 can buffer the building, and in addition, the bottom of each support column 15 is fixedly arranged on the foundation 16 so that the main building 11 is more stably arranged on the foundation, and the stability of the main building 11 is enhanced.
Preferably, a hemispherical supporting platform 17 is arranged below the main building 11, the hemispherical supporting platform 17 is arranged to facilitate the building main body to consume earthquake energy by means of self-swinging, and a plurality of steel bars 171 are arranged at the bottom of the outer wall of the supporting platform 17, and the steel bars 171 are embedded in the ground 14, so as to further enhance the stability of the main building 11 and improve the shock resistance of the supporting platform 17; the bottom of the support frame is provided with a damping device which is composed of a transverse baffle, a vertical baffle and a fixed support frame, the upper ends of two upper edges of the fixed support frame are provided with the transverse baffle, and the upper ends of two short edges are provided with the vertical baffle.
Preferably, a plurality of positioning bolts 111 are arranged at the top of the main building 11, a plurality of upright posts 18 are further arranged on two sides of the main building 11, the upright posts 18 penetrate through the ground 14 and are fixed on the foundation 16, a plurality of ribs 19 are arranged between the upright posts 18 and the main building 11, one ends of the ribs 19 are fixedly connected with the upright posts 18, the other ends of the ribs are fixedly connected with the positioning bolts 111 arranged on the main building 11, the positioning bolts 111 and the upright posts 18 are in one-to-one correspondence, when the main building 11 is vibrated, the ribs 19 on two sides of the main building 11 prevent the main building 11 from randomly swinging, and the purpose is to enhance the stability of the main building 11.
Preferably, a cushion 172 is further provided between adjacent pedestals 12, and the cushion 172 is filled in the gap between the main building 11 and the ground 14, so that when there is a slip between the main building 11 and the pedestals 12 when a strong shock is encountered, the cushion 172 under the support platform 17 can have a cushioning effect on the main building 11 during the movement of the main building 11, so as to improve the shock resistance of the main building 11.
Preferably, the vertical columns 18 are further coated with a fluorescent layer 181, and the fluorescent layer 181 is made of a fluorescent powder material, which is convenient for lighting passers-by.
It will be apparent to those skilled in the art that various changes and modifications may be made in the present invention without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (4)
1. An earthquake-resistant building structure in a smart city, comprising a main building (11), characterized in that: four column feet (12) are arranged at four corners of the bottom of the main building (11), springs (13) are sleeved on the column feet (12), the column feet (12) are arranged on the ground (14), supporting columns (15) are fixedly arranged below the column feet (12), the bottoms of the supporting columns (15) are fixedly arranged on a foundation (16) below the ground (14), a hemispherical supporting platform (17) is arranged below the main building (11), buffering cushions (172) are further arranged between the adjacent column feet (12), the buffering cushions (172) are filled in gaps between the main building (11) and the ground (14), the hemispherical supporting platform is arranged below the main building, the hemispherical supporting platform is beneficial to the main building to consume seismic energy by means of swinging of the main building, a plurality of steel bars are arranged at the bottom of the outer wall of the supporting platform, and the steel bars are embedded on the ground, the purpose is to enhance the stability of the main building and improve the shock resistance of the supporting platform; the buffer cushion is arranged between the adjacent column feet and is filled in a gap between the main building and the ground, so that when strong vibration occurs and the main building slides relative to the column feet, the buffer cushion below the supporting platform can buffer the main building in the moving process of the main building, and the shock resistance of the main building is improved; the top of main part building (11) be equipped with many positioning bolt (111), the both sides of main part building (11) still be equipped with many stands (18), stand (18) pass ground (14) and fix on ground (16), positioning bolt (111) and stand (18) be the one-to-one relation, stand (18) and main part building (11) between be equipped with many ribs (19), the one end and stand (18) of rib (19) link firmly, the other end links firmly with positioning bolt (111) of locating on main part building (11).
2. An earthquake-resistant building structure in a smart city according to claim 1, wherein: the upright post (18) is further coated with a fluorescent layer (181), and the fluorescent layer (181) is prepared from a fluorescent powder material.
3. An earthquake-resistant building structure in a smart city according to claim 1, wherein: the ribs (19) are steel wire ropes.
4. An earthquake-resistant building structure in a smart city according to claim 1, wherein: the buffer pad (172) is made of rubber materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711157431.9A CN107939134B (en) | 2017-11-20 | 2017-11-20 | Anti-seismic building structure in smart city |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711157431.9A CN107939134B (en) | 2017-11-20 | 2017-11-20 | Anti-seismic building structure in smart city |
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| Publication Number | Publication Date |
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| CN107939134A CN107939134A (en) | 2018-04-20 |
| CN107939134B true CN107939134B (en) | 2020-09-15 |
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| CN201711157431.9A Active CN107939134B (en) | 2017-11-20 | 2017-11-20 | Anti-seismic building structure in smart city |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108798167A (en) * | 2018-05-30 | 2018-11-13 | 王永妍 | A kind of anti-earthquake activity house |
| CN109914487B (en) * | 2019-03-29 | 2024-02-06 | 西安建筑科技大学 | Concealed energy-consumption damping device for column foot viscous damper of wooden structure ancient building |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN1439783A (en) * | 2002-02-20 | 2003-09-03 | 刘志鹏 | Light reinforced bar concrete binary structure system and method thereof |
| JP2009074271A (en) * | 2007-09-19 | 2009-04-09 | Takenaka Komuten Co Ltd | Building reconstruction method |
| CN104652641A (en) * | 2015-01-24 | 2015-05-27 | 南阳理工学院 | Anti-seismic low-carbon building structure |
| CN205743206U (en) * | 2016-07-15 | 2016-11-30 | 郑州工业应用技术学院 | A kind of building structure for antidetonation |
| CN206487005U (en) * | 2017-02-16 | 2017-09-12 | 高海芹 | A kind of earthquake-resistant structure |
| CN206545423U (en) * | 2017-03-13 | 2017-10-10 | 王志华 | A kind of building structure drag-line antidetonation system |
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Effective date of registration: 20200814 Address after: Room 1001, Central International Plaza, 77 Binhai Avenue, Longhua District, Haikou City, Hainan Province 570100 Applicant after: Zhongyuan International (Hainan) Engineering Design and Research Institute Co.,Ltd. Address before: School of architecture, Tianjin urban construction university, 26 Jinjing Road, Xiqing District, Tianjin Applicant before: Wang Yachao |
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Inventor after: Zhang Xinping Inventor after: Wang Yachao Inventor after: Zhang Siqi Inventor before: Wang Yachao Inventor before: Zhang Siqi |
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