CN105672736A - Nuclear power plant integral seismic isolation device for - Google Patents
Nuclear power plant integral seismic isolation device for Download PDFInfo
- Publication number
- CN105672736A CN105672736A CN201610177165.5A CN201610177165A CN105672736A CN 105672736 A CN105672736 A CN 105672736A CN 201610177165 A CN201610177165 A CN 201610177165A CN 105672736 A CN105672736 A CN 105672736A
- Authority
- CN
- China
- Prior art keywords
- nuclear power
- seismic isolation
- power plant
- power station
- isolation
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000002955 isolation Methods 0.000 title claims abstract description 49
- 239000003795 chemical substances by application Substances 0.000 claims description 6
- 238000013016 damping Methods 0.000 claims description 3
- 229920001971 elastomer Polymers 0.000 claims description 3
- 238000009413 insulation Methods 0.000 claims description 3
- 239000004816 latex Substances 0.000 claims description 3
- 229920000126 latex Polymers 0.000 claims description 3
- 230000035939 shock Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 4
- 230000006978 adaptation Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000001133 acceleration Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 238000004904 shortening Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
Classifications
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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
- 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
-
- 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
- E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention provides a nuclear power plant integral seismic isolation device which comprises a nuclear power plant nuclear-island bottom plate, a seismic isolation layer and a nuclear power plant main body structure. According to the nuclear power plant integral seismic isolation device provided by the invention, by popularizing nuclear power plant integral seismic isolation measures, compared with a nuclear power plant without the seismic isolation layer in China, the nuclear power plant adopting the nuclear power plant integral seismic isolation device has the advantages that reliability and safety of the nuclear power plant can be improved; design is decoupled and simplified; plant site adaptation of the nuclear power plant is expanded; cost is reduced and a construction period is shortened.
Description
Technical field
The present invention relates to the seismic isolation technology in architectural engineering and be applied to the construction of nuclear power station, be specifically related to a kind of nuclear power integrated top cover module.
Background technology
Seismic isolation technology is widely used at civil building engineering, and two conventional nuclear in France and South Africa also apply seismic isolation technology. At present domestic built up or the nuclear power station built all without adopt seismic isolation technology.
Summary of the invention
The present invention is directed to the deficiencies in the prior art, it is proposed to a kind of nuclear power station entirety earthquake isolating equipment.
Nuclear power station entirety earthquake isolating equipment includes:
Nuclear island of nuclear power station base plate;
Seismic Isolation of Isolation Layer, described Seismic Isolation of Isolation Layer is arranged on above described nuclear island of nuclear power station base plate;
Nuclear power station agent structure, described nuclear power station agent structure is arranged on the top of described Seismic Isolation of Isolation Layer.
Preferably, described Seismic Isolation of Isolation Layer is configured as playing the cover layer of shock insulation function.
Preferably, described Seismic Isolation of Isolation Layer is laminated latex layer, lead for retractable pencil bearing or high-damping rubber pad.
Compared with prior art, the method have the advantages that
1, nuclear power station entirety earthquake isolating equipment provided by the invention, by the overall isolation measure of nuclear power station, it is advantageously implemented identical nuclear power station design and is applied to different nuclear power plant sites, solve the problem that the nuclear power station caused because different nuclear power plant sites has different design seismic accelerations is difficult to promote standardized designs and construction.
2, nuclear power station entirety earthquake isolating equipment provided by the invention, by promoting nuclear power station entirety isolation measure, the more domestic nuclear power station being absent from Seismic Isolation of Isolation Layer, reliability and the safety of nuclear power station can be improved, decoupling and simplification design, widen the factory site adaptability of nuclear power station, reduce cost shortening production cycle.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the nuclear power station entirety earthquake isolating equipment meeting the preferred embodiment of the present invention.
Detailed description of the invention
Understandable for enabling the above-mentioned purpose of the present invention, feature and advantage to become apparent from, below in conjunction with the drawings and specific embodiments, the present invention is further detailed explanation.
As it is shown in figure 1, nuclear power station entirety earthquake isolating equipment includes:
Nuclear island of nuclear power station base plate 1;
Seismic Isolation of Isolation Layer 2, described Seismic Isolation of Isolation Layer 2 is arranged on above described nuclear island of nuclear power station base plate 1;
Nuclear power station agent structure 3, described nuclear power station agent structure 3 is arranged on the top of described Seismic Isolation of Isolation Layer 2.
Preferably, described Seismic Isolation of Isolation Layer 2 is configured as playing the cover layer of shock insulation function.
Preferably, described Seismic Isolation of Isolation Layer 2 is laminated latex layer, lead for retractable pencil bearing or high-damping rubber pad.
Compared with prior art, the present embodiment has the advantages that
1, the nuclear power station entirety earthquake isolating equipment that the present embodiment provides, by the overall isolation measure of nuclear power station, it is advantageously implemented identical nuclear power station design and is applied to different nuclear power plant sites, solve the problem that the nuclear power station caused because different nuclear power plant sites has different design seismic accelerations is difficult to promote standardized designs and construction.
2, the nuclear power station entirety earthquake isolating equipment that the present embodiment provides, by promoting nuclear power station entirety isolation measure, the more domestic nuclear power station being absent from Seismic Isolation of Isolation Layer, reliability and the safety of nuclear power station can be improved, decoupling and simplification design, widen the factory site adaptability of nuclear power station, reduce cost shortening production cycle.
In this specification, each embodiment adopts the mode gone forward one by one to describe, and what each embodiment stressed is the difference with other embodiments, between each embodiment identical similar portion mutually referring to. For system disclosed in embodiment, owing to corresponding to the method disclosed in Example, so what describe is fairly simple, relevant part illustrates referring to method part.
Those skilled in the art specifically can should be used for using different methods to realize described function to each, but this realization is it is not considered that beyond the scope of this invention.
Obviously, invention can be carried out various change and modification without deviating from the spirit and scope of the present invention by those skilled in the art. So, if these amendments of the present invention and modification belong within the scope of the claims in the present invention and equivalent technologies thereof, then the present invention is also intended to include these change and modification.
Claims (3)
1. a nuclear power station entirety earthquake isolating equipment, it is characterised in that including:
Nuclear island of nuclear power station base plate;
Seismic Isolation of Isolation Layer, described Seismic Isolation of Isolation Layer is arranged on above described nuclear island of nuclear power station base plate;
Nuclear power station agent structure, described nuclear power station agent structure is arranged on the top of described Seismic Isolation of Isolation Layer.
2. nuclear power station entirety earthquake isolating equipment as claimed in claim 1, it is characterised in that described Seismic Isolation of Isolation Layer is configured as playing the cover layer of shock insulation function.
3. nuclear power station entirety earthquake isolating equipment as claimed in claim 1, it is characterised in that described Seismic Isolation of Isolation Layer is laminated latex layer, lead for retractable pencil bearing or high-damping rubber pad.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610177165.5A CN105672736A (en) | 2016-03-25 | 2016-03-25 | Nuclear power plant integral seismic isolation device for |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610177165.5A CN105672736A (en) | 2016-03-25 | 2016-03-25 | Nuclear power plant integral seismic isolation device for |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105672736A true CN105672736A (en) | 2016-06-15 |
Family
ID=56223945
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610177165.5A Pending CN105672736A (en) | 2016-03-25 | 2016-03-25 | Nuclear power plant integral seismic isolation device for |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105672736A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201546235U (en) * | 2009-08-03 | 2010-08-11 | 上海核工程研究设计院 | Nuclear power plant nuclear island structure base isolation device with locking function |
| CN102174820A (en) * | 2011-03-28 | 2011-09-07 | 陆建衡 | Vibration cushion, elimination, reduction and isolation structures for building and nuclear power station |
| CN102587529A (en) * | 2012-02-01 | 2012-07-18 | 钟阳 | Vibration isolation device for seismic resistance of building |
| CN102797372A (en) * | 2012-07-16 | 2012-11-28 | 孙经尧 | Seismic isolation device and tsunami protective device for nuclear power plant and manufacturing method thereof |
| CN204475564U (en) * | 2014-12-15 | 2015-07-15 | 中广核工程有限公司 | Nuclear power station Police Command Center isolation structure |
| CN205713380U (en) * | 2016-03-25 | 2016-11-23 | 上海核工程研究设计院 | A kind of nuclear power station entirety earthquake isolating equipment |
-
2016
- 2016-03-25 CN CN201610177165.5A patent/CN105672736A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201546235U (en) * | 2009-08-03 | 2010-08-11 | 上海核工程研究设计院 | Nuclear power plant nuclear island structure base isolation device with locking function |
| CN102174820A (en) * | 2011-03-28 | 2011-09-07 | 陆建衡 | Vibration cushion, elimination, reduction and isolation structures for building and nuclear power station |
| CN102587529A (en) * | 2012-02-01 | 2012-07-18 | 钟阳 | Vibration isolation device for seismic resistance of building |
| CN102797372A (en) * | 2012-07-16 | 2012-11-28 | 孙经尧 | Seismic isolation device and tsunami protective device for nuclear power plant and manufacturing method thereof |
| CN204475564U (en) * | 2014-12-15 | 2015-07-15 | 中广核工程有限公司 | Nuclear power station Police Command Center isolation structure |
| CN205713380U (en) * | 2016-03-25 | 2016-11-23 | 上海核工程研究设计院 | A kind of nuclear power station entirety earthquake isolating equipment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: No. 29 Hong Cao Road, Xuhui District, Shanghai Applicant after: Shanghai Nuclear Engineering Research and Design Institute Co.,Ltd. Address before: No. 29 Hong Cao Road, Xuhui District, Shanghai Applicant before: SHANGHAI NUCLEAR ENGINEERING RESEARCH & DESIGN INSTITUTE |
|
| CB02 | Change of applicant information | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160615 |
|
| WD01 | Invention patent application deemed withdrawn after publication |