CN107939134A - A kind of building structure of antidetonation in smart city - Google Patents
A kind of building structure of antidetonation in smart city Download PDFInfo
- Publication number
- CN107939134A CN107939134A CN201711157431.9A CN201711157431A CN107939134A CN 107939134 A CN107939134 A CN 107939134A CN 201711157431 A CN201711157431 A CN 201711157431A CN 107939134 A CN107939134 A CN 107939134A
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- building
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- main building
- main
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- 239000000725 suspension Substances 0.000 claims abstract description 35
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 15
- 230000035939 shock Effects 0.000 claims abstract description 15
- 239000010959 steel Substances 0.000 claims abstract description 15
- 230000003139 buffering effect Effects 0.000 claims abstract description 6
- 230000009286 beneficial effect Effects 0.000 claims abstract description 4
- 239000011248 coating agent Substances 0.000 claims description 11
- 238000000576 coating method Methods 0.000 claims description 11
- 239000000463 material Substances 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 5
- 239000000843 powder Substances 0.000 claims description 5
- 238000004080 punching Methods 0.000 claims 2
- 238000010276 construction Methods 0.000 claims 1
- 239000004035 construction material Substances 0.000 description 5
- 230000006378 damage Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 238000013016 damping Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000002955 isolation Methods 0.000 description 2
- 201000004569 Blindness Diseases 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
Classifications
-
- 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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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a kind of building structure of the antidetonation in smart city, including main building, four suspension columns are equipped with the bottom four corners of main building, spring is arranged with suspension column, suspension column is arranged on ground, support column is installed with below suspension column, the bottom of support column is fixedly arranged on ground below ground, when main building is given a shock, the spring being arranged on suspension column can play the role of buffering to building, in addition, the bottom of support column is fixedly arranged on ground also for making, main building is more stable to be arranged on ground, strengthens the stability of main building；Hemispheric support platform is equipped with the lower section of main building, it is to rely on the swing earthquake energy of itself beneficial to building main body to set hemispheric support platform, and the outer wall bottom of support platform is equipped with more steel bars, steel bar is embedded at ground, this is to more strengthen the stability of main building and improve the shock resistance of support platform.
Description
Technical field
The present invention relates to technical field of buildings, and what is related in particular to is a kind of building knot of the antidetonation in smart city
Structure.
Background technology
Building structure outside Now Domestic is armored concrete and brick is main body, improves the shock resistance of building, still
It is to be realized by improving the overall stability after building section, and the overall stability for improving building structure is a large amount of by consuming
Construction material resists the impact of seismic wave come what is realized with " with firm gram just " measure.Although the mankind have understood building
The dosage of material to earthquake-resistant grade it is directly proportional, but the mankind it is not clear the two amount correspondence, can not also predict
Region, grade and the time of origin of earthquake, have certain blindness using the dosage of construction material.When the dosage of construction material
It is too small to make the earthquake shock collapse that building is happened suddenly, bring massive losses to the mankind and property；When the dosage of construction material is excessive
And when greatly exceed the ability for resisting earthquake, or not when an earthquake occurs, the world today is not met using excessive construction material
The trend of low-carbon, the heavy damage natural environment of human survival.
A variety of isolation structures are applied in existing building structure, to prevent that building from being destroyed in earthquake.For example, pass through
Increase the rigidity of building structure, improve the ability of its collapse resistance；And for example, by setting various shock insulations on the basis of building structure
Bearing, absorbs energy during earthquake, so as to protect building structure.But in seismic process, even if there is the guarantor of isolation structure
Shield, building structure still inevitably occur certain swing, a degree of destruction are caused to building structure, especially strong
During strong earthquake, building structure, which produces excessive swing, will cause the destruction of building structure even to be caved in.
The content of the invention
It is an object of the invention to provide a kind of building structure of the antidetonation in smart city, it is intended to solves existing building knot
Certain swing still inevitably occurs for structure, and a degree of destruction is caused to building structure, especially in violent earthquake,
Building structure produces the problem of excessive swing will cause the destruction of building structure even to be caved in.
To achieve the above object, invention provides following technical solution：A kind of building structure of antidetonation in smart city, bag
Include main building, it is characterised in that：Four suspension columns are equipped with the bottom four corners of the main building, are arranged on the suspension column
There is spring, the suspension column is arranged on ground, support column is installed with below the suspension column, the bottom of the support column is consolidated
On ground below ground, the lower section of the main building is equipped with hemispheric support platform.
Preferably, the outer wall bottom of the support platform is equipped with more steel bars, and the steel bar is embedded at ground.
Preferably, the top of the main building is equipped with more positioning bolts, and the both sides of the main building are also set
There are more root posts, the column is through ground and is fixed on ground, and the positioning bolt is to correspond to close with column
System, more ribs are equipped between the column and main building, one end and the column of the rib are connected, the other end and
Positioning bolt on main building is connected.
Preferably, cushion pad is additionally provided between the adjacent suspension column, the cushion pad is filled in main building and ground
In gap between face.
Preferably, fluorescence coating is also coated with the column, the fluorescence coating is prepared using fluorescent powder material
's.
Preferably, the rib is steel wire rope.
Preferably, the cushion pad is prepared using rubber material；Bottom further includes damping device by transverse direction
What baffle, vertical baffle and fixed holding frame formed, two tops upper end of fixed holding frame is equipped with transverse baffle, two short side upper ends
Equipped with vertical baffle, the setting of baffle, allows the placement of power distribution cabinet more to stablize, prevents power distribution cabinet from sliding, and has fixed make
With.
Compared with prior art, advantageous effect of the invention is：
(1) building structure of the antidetonation, by being equipped with four suspension columns at the bottom four corners of main building, is arranged on suspension column
There is spring, suspension column is arranged on ground, support column is installed with below suspension column, the bottom of support column is fixedly arranged on ground below ground
On, when main building is given a shock, the spring being arranged on suspension column can play the role of buffering to building, in addition, by support column
Bottom be fixedly arranged on ground also for making that main building is more stable to be arranged on ground, strengthen the stability of main building.
(2) building structure of the antidetonation, by being equipped with hemispheric support platform in the lower section of main building, sets hemisphere
The support platform of shape is to rely on the swing earthquake energy of itself beneficial to building main body, and the outer wall bottom of support platform is set
There are more steel bars, steel bar is embedded at ground, this is to more strengthen the stability of main building and improve the antidetonation of support platform
Ability.
(3) building structure of the antidetonation, by being equipped with more ribs between column and main building, one end of rib with
Column is connected, and the other end is connected with the positioning bolt on main building, and positioning bolt and column are one-to-one relationships,
When main building is given a shock, the rib of main building both sides causes main building arbitrarily not rock, its purpose is also to increase
The stability of strong main building.
(4) building structure of the antidetonation, by being additionally provided with cushion pad between adjacent suspension column, cushion pad is filled in main body and builds
Build in the gap between ground, so when running into strong vibrations, when having slip between main building and suspension column, main body is built
Main building can be played the role of one buffering by building the cushion pad in moving process below support platform, to improve main building
Shock resistance.
(5) building structure of the antidetonation, by being also coated with fluorescence coating on column, and fluorescence coating is to use fluorescent powder material
It is prepared, this is conveniently to be illuminated to passerby；Bottom further includes damping device by transverse baffle, vertical baffle and fixed holding frame
Composition, two tops upper end of fixed holding frame is equipped with transverse baffle, and two short side upper ends are equipped with vertical baffle, and baffle is set
Put, allow the placement of power distribution cabinet more to stablize, prevent power distribution cabinet from sliding, there is fixation.
Brief description of the drawings
Fig. 1 is the structure diagram of the building structure of the antidetonation in a kind of smart city of the present invention；
Fig. 2 is the structure diagram of the building structure Foundation Part of the antidetonation in a kind of smart city of the present invention；
Fig. 3 is the structure diagram of the building structure support platform part of the antidetonation in a kind of smart city of the present invention；
Fig. 4 is the structure diagram of the building structure column portion of the antidetonation in a kind of smart city of the present invention；
Fig. 5 is damping configuration diagram of the present invention.
Wherein, 11, main building；111st, positioning bolt；12nd, suspension column；13rd, spring；14th, ground；15th, support column；16th,
Base；17th, support platform；171st, steel bar；172nd, cushion pad；18th, column；181st, fluorescence coating；19th, rib, 101- transverse baffles；
102- fixes holding frame；103- radiating areas；104- grooves；The vertical baffles of 105-, 101- transverse baffles；102- fixes holding frame；103-
Radiating area；104- grooves；The vertical baffles of 105-.
Embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other without making creative work
Embodiment, belongs to the scope of protection of the invention.
Referring to the drawings shown in 1-4, a kind of building structure of the antidetonation in smart city, including main building 11, in main body
Four suspension columns 12 are equipped with the bottom four corners of building 11, spring 13 is arranged with suspension column 12, suspension column 12 is arranged on ground 14, suspension column
12 lower section is installed with support column 15, and the bottom of support column 15 is fixedly arranged on the ground 16 of the lower section of ground 14, when main building 11
When being given a shock, the spring 13 being arranged on suspension column 12 can play the role of buffering to building, in addition, the bottom of support column 15 is consolidated
On ground 16 also for make main building 11 it is more stable be arranged on ground on, strengthen main building 11 stability.
Preferably, being equipped with hemispheric support platform 17 in the lower section of main building 11, set hemispheric support flat
Platform 17 is to rely on the swing earthquake energy of itself beneficial to building main body, and the outer wall bottom of support platform 17 is equipped with more
Steel bar 171, steel bar 171 are embedded at ground 14, this is to more strengthen the stability of main building 11 and improve support platform 17
Shock resistance；Bottom further includes what damping device was made of transverse baffle, vertical baffle and fixed holding frame, and the two of fixed holding frame
A top upper end is equipped with transverse baffle, and two short side upper ends are equipped with vertical baffle, the setting of baffle, allow power distribution cabinet placement more
Stablize, prevent power distribution cabinet from sliding, there is fixation.
Preferably, being equipped with more positioning bolts 111 at the top of main building 11, the both sides of main building 11 are additionally provided with
More root posts 18, column 18 is through ground 14 and is fixed on ground 16, and more are equipped between column 18 and main building 11
Rib 19, one end and the column 18 of rib 19 are connected, and the other end is connected with the positioning bolt 111 on main building 11, fixed
Position bolt 111 and column 18 are one-to-one relationships, when main building 11 is given a shock, the rib of 11 both sides of main building
19 so that main building 11 will not be rocked arbitrarily, its purpose is also to strengthen the stability of main building 11.
Preferably, be additionally provided with cushion pad 172 between adjacent suspension column 12, cushion pad 172 be filled in main building 11 with
In gap between ground 14, so when running into strong vibrations, when having slip between main building 11 and suspension column 12, main body
Main building 11 can be played the role of a buffering by building the cushion pad 172 of the lower section of support platform 17 in 11 moving process, with
Improve the shock resistance of main building 11.
Preferably, be also coated with fluorescence coating 181 on column 18, and fluorescence coating 181 be prepared using fluorescent powder material and
Into, this is conveniently to be illuminated to passerby.
Obviously, various changes and modifications can be made to the invention without departing from essence of the invention by those skilled in the art
God and scope.In this way, if these modifications and changes of the present invention belongs to the scope of the claims in the present invention and its equivalent technologies
Within, then the present invention is also intended to comprising including these modification and variations.
Claims (8)
1. a kind of building structure of the antidetonation in smart city, including main building (11), it is characterised in that：The main body is built
Build and four suspension columns (12) are equipped with the bottom four corners of (11), spring (13), the suspension column are arranged with the suspension column (12)
(12) it is arranged on ground (14), support column (15), the bottom of the support column (15) is installed with below the suspension column (12)
Portion is fixedly arranged on the ground (16) below ground (14), and the lower section of the main building (11) is equipped with hemispheric support platform
(17)。
2. the building structure of the antidetonation in a kind of smart city according to claim 1, it is characterised in that：The support
The outer wall bottom of platform (17) is equipped with more steel bars (171), and the steel bar (171) is embedded at ground (14).
3. the building structure of the antidetonation in a kind of smart city according to claim 1, it is characterised in that：The main body
The top of building (11) is equipped with more positioning bolts (111), and the both sides of the main building (11) are additionally provided with more root posts
(18), the column (18) through ground (14) and is fixed on ground (16), the positioning bolt (111) and column
(18) it is one-to-one relationship, more ribs (19) is equipped between the column (18) and main building (11), it is described
One end of rib (19) is connected with column (18), and the other end is connected with the positioning bolt (111) on main building (11).
4. the building structure of the antidetonation in a kind of smart city according to claim 1, it is characterised in that：Described is adjacent
Be additionally provided with cushion pad (172) between suspension column (12), the cushion pad (172) be filled in main building (11) and ground (14) it
Between gap in.
5. the building structure of the antidetonation in a kind of smart city according to claim 1, it is characterised in that：The column
(18) fluorescence coating (181) is also coated with, the fluorescence coating (181) is prepared using fluorescent powder material.
A kind of 6. building structure of the antidetonation in smart city according to claim 1-5, it is characterised in that：The rib
Bar (19) is steel wire rope.
A kind of 7. building structure of the antidetonation in smart city according to claim 1-6, it is characterised in that：Described is slow
Punching pad (172) is prepared using rubber material.
A kind of 8. construction process of antidetonation, it is characterised in that：(1) by being equipped with four columns at the bottom four corners of main building
Foot, spring is arranged with suspension column, and suspension column is arranged on ground, support column is installed with below suspension column, the bottom of support column is fixedly arranged on
On ground below ground；(2) by being equipped with hemispheric support platform in the lower section of main building, hemispheric support is set
Platform is to rely on the swing earthquake energy of itself beneficial to building main body, and the outer wall bottom of support platform is equipped with more steel
Bar, steel bar are embedded at ground, this is to more strengthen the stability of main building and improve the shock resistance of support platform；(3)
By being equipped with more ribs between column and main building, one end and the column of rib are connected, and the other end arranged on main body with building
The positioning bolt built is connected, and positioning bolt and column are one-to-one relationships, when main building is given a shock；(4) lead to
Cross between adjacent suspension column and be additionally provided with cushion pad, cushion pad is filled in the gap between main building and ground, so works as chance
It is slow below support platform in main building moving process when having slip between main building and suspension column to during strong vibrations
Punching pad can play the role of main building one buffering, to improve the shock resistance of main building；(5) by being gone back on column
Fluorescence coating is scribbled, and fluorescence coating is prepared using fluorescent powder material, this is conveniently to be illuminated to passerby.
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 |
Applications Claiming Priority (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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107939134A true CN107939134A (en) | 2018-04-20 |
| CN107939134B CN107939134B (en) | 2020-09-15 |
Family
ID=61930255
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711157431.9A Active CN107939134B (en) | 2017-11-20 | 2017-11-20 | Anti-seismic building structure in smart city |
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| CN (1) | CN107939134B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108798167A (en) * | 2018-05-30 | 2018-11-13 | 王永妍 | A kind of anti-earthquake activity house |
| CN109914487A (en) * | 2019-03-29 | 2019-06-21 | 西安建筑科技大学 | A kind of hidden wood-structure old building suspension column viscous damper energy-consumption shock-absorption device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
-
2017
- 2017-11-20 CN CN201711157431.9A patent/CN107939134B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108798167A (en) * | 2018-05-30 | 2018-11-13 | 王永妍 | A kind of anti-earthquake activity house |
| CN109914487A (en) * | 2019-03-29 | 2019-06-21 | 西安建筑科技大学 | A kind of hidden wood-structure old building suspension column viscous damper energy-consumption shock-absorption device |
| 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 | Publication date |
|---|---|
| CN107939134B (en) | 2020-09-15 |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right |
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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| TA01 | Transfer of patent application right | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhang Xinping Inventor after: Wang Yachao Inventor after: Zhang Siqi Inventor before: Wang Yachao Inventor before: Zhang Siqi |
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| GR01 | Patent grant |