CN106024084A - Water tank support structure - Google Patents
Water tank support structure Download PDFInfo
- Publication number
- CN106024084A CN106024084A CN201610523323.8A CN201610523323A CN106024084A CN 106024084 A CN106024084 A CN 106024084A CN 201610523323 A CN201610523323 A CN 201610523323A CN 106024084 A CN106024084 A CN 106024084A
- Authority
- CN
- China
- Prior art keywords
- water tank
- cavity volume
- supporting construction
- water
- tank supporting
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 86
- 238000010276 construction Methods 0.000 claims description 28
- 239000007788 liquid Substances 0.000 claims description 26
- 239000007789 gas Substances 0.000 claims description 16
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 claims description 5
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims description 3
- 239000001301 oxygen Substances 0.000 claims description 3
- 229910052760 oxygen Inorganic materials 0.000 claims description 3
- 230000035939 shock Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 229910001873 dinitrogen Inorganic materials 0.000 claims 1
- 230000006837 decompression Effects 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 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
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- 230000002285 radioactive effect Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000005855 radiation Effects 0.000 description 1
Classifications
-
- G—PHYSICS
- G21—NUCLEAR PHYSICS; NUCLEAR ENGINEERING
- G21F—PROTECTION AGAINST X-RADIATION, GAMMA RADIATION, CORPUSCULAR RADIATION OR PARTICLE BOMBARDMENT; TREATING RADIOACTIVELY CONTAMINATED MATERIAL; DECONTAMINATION ARRANGEMENTS THEREFOR
- G21F3/00—Shielding characterised by its physical form, e.g. granules, or shape of the material
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
- F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
- F16F15/023—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using fluid means
-
- G—PHYSICS
- G21—NUCLEAR PHYSICS; NUCLEAR ENGINEERING
- G21D—NUCLEAR POWER PLANT
- G21D1/00—Details of nuclear power plant
- G21D1/02—Arrangements of auxiliary equipment
-
- 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
- Y02E30/00—Energy generation of nuclear origin
Abstract
The invention provides a water tank support structure which comprises a water tank support seat, a water expansion container and a decompression valve; the water tank support seat is provided with a first containing cavity; the water expansion container is arranged on the water tank support seat and is provided with a second containing cavity; the second containing cavity is communicated with the first containing cavity; the first containing cavity forms a confined space with the second containing cavity. By the adoption of the water tank support structure provided by the invention, the damage of the water tank support seat and the water expansion container can be avoided.
Description
Technical field
The present invention relates to nuclear reactor engineering field, be specifically related to a kind of water tank supporting construction.
Background technology
Nuclear reactor engineering field, common supporting construction, with steel construction, xoncrete structure and steel and
Concrete composite structure is main.
Look into new result according to what inventor was carried out, the most also do not propose one and include that water tank bearing and water expand
The water tank supporting construction of container.
Summary of the invention
The present invention is directed to the deficiencies in the prior art, propose a kind of water tank supporting construction.
This water tank supporting construction includes:
Water tank bearing;Described water tank bearing is provided with the first cavity volume;
Water expansion vessel;Described water expansion vessel is arranged on described water tank bearing;Described water expansion vessel sets
The second cavity volume, described second cavity volume is had to connect with described first cavity volume;Described first cavity volume and described second holds
Chamber composition confined space;And
Relief valve.
Preferably, it is filled with liquids and gases in described confined space.
Preferably, described liquid be water or be configured have moderation of neutrons, heat conduction, shock resistance, antiseismic,
The liquid of anti-vibration function.
Preferably, described gas is oxygen, nitrogen or the two mixed gas.
Preferably, it is filled with liquid in described first cavity volume.
Preferably, it is filled with gas in described second cavity volume, or the liquid being configured in described first cavity volume is swollen
The liquid poured in from described first cavity volume it is filled with time swollen.
Preferably, described water tank bearing is provided with groove;The shape of described groove adapts with the shape of equipment;
Equipment is configured to embed in described groove.Wherein said equipment is ocean nuclear power platform, including boats and ships,
Capital equipment in the reactor system in the field such as submarine or floating platform, such as reactor pressure vessel.
Preferably, it is configured operating temperature and is 0 to 350 DEG C.
Preferably, water tank container is generally steel construction container, has stronger bearing capacity.Inside water tank container
Water, usually bear the artesian water of certain pressure, its equipment load carried can be made more uniformly to distribute
To the base plate of boats and ships, submarine or floating platform, effectively reduce the change that described base plate produces because of Load concentration
Shape.
Preferably, the water within water tank container, advantageously reduce the transmission of external impact load.
Preferably, the steel wall of water tank container and internal water, be all extraordinary radiation shielding material.
Compared with prior art, the method have the advantages that
1, the water tank supporting construction that the present invention provides, compares traditional supporting construction, can make full use of steel knot
Structure and the comprehensive function of liquid, it is achieved radioactive effective shielding, improve structure for earthquake, vibrate and rush
The resistance hit.
2, the water tank supporting construction that the present invention provides, arranges the first cavity volume, water expansion vessel by water tank bearing
Second cavity volume, the first cavity volume and the connection of the second cavity volume are set.Under normal circumstances, the first cavity volume of water tank bearing
In be filled with liquid, the second cavity volume of water expansion vessel is filled with gas.When ambient temperature raises, water tank
Liquid volume in first cavity volume of bearing expands, and pours in the second cavity volume of water expansion vessel, makes water expand
Gas compression in the second container of container, plays cushioning effect, thus keeps the first cavity volume and second container
The sealing space collectively formed will not expand because the liquid volume in water tank bearing and produce excessive pressure and lead
Cause water tank bearing and water expansion vessel is damaged.
Accompanying drawing explanation
Fig. 1 is the schematic three dimensional views of the water tank supporting construction meeting the preferred embodiment of the present invention.
Fig. 2 is the three-dimensional section view of the water tank supporting construction meeting the preferred embodiment of the present invention.
Fig. 3 is the three-dimensional section view of the water tank supporting construction of the equipment that carries 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 accompanying drawings and
The present invention is further detailed explanation for detailed description of the invention.
As Figure 1-3, this water tank supporting construction includes:
Water tank bearing 1;Water tank bearing 1 is provided with the first cavity volume 11;
Water expansion vessel 2;Water expansion vessel 2 is arranged on water tank bearing 1;Water expansion vessel 2 is provided with second
Cavity volume (not shown), the second cavity volume and the first cavity volume 11 connect;First cavity volume 11 and the second cavity volume group
Become confined space;And
Relief valve (not shown).
Liquids and gases it are filled with in confined space.Wherein liquid be water or be configured have moderation of neutrons, heat conduction,
Shock resistance, antiseismic, the liquid of anti-vibration function.Gas is oxygen, nitrogen or the two mixed gas.
It is filled with liquid in first cavity volume 11.
It is filled with gas in second cavity volume, or is configured in during the expansion of liquids in the first cavity volume 11 being filled with from first
The liquid that cavity volume 11 pours in.
Water tank bearing 1 is provided with groove 12;The shape of groove 12 adapts with the shape of equipment 3;Equipment 3 warp
Configure to embed in groove 12.
The operating temperature of water tank supporting construction is 0 to 350 DEG C.
The water tank supporting construction that one embodiment of the invention provides, arranges the first cavity volume 11 by water tank bearing 1,
Water expansion vessel 2 arranges the second cavity volume, and the first cavity volume 11 connects with the second cavity volume.Under normal circumstances, water tank
First cavity volume 11 of bearing 1 is filled with liquid, the second cavity volume of water expansion vessel 2 is filled with gas.When
When ambient temperature raises, the liquid volume in the first cavity volume 11 of water tank bearing 1 expands, and pours in water expansion capacity
In second cavity volume of device 2, make the gas compression in the second container of water expansion vessel 2, play cushioning effect,
Thus the sealing space keeping the first cavity volume 11 and second container to collectively form will not be because of in water tank bearing 1
Liquid volume expands and produces excessive pressure and cause water tank bearing 1 and water expansion vessel 2 damaged.
The water tank supporting construction that one embodiment of the invention provides, compares traditional supporting construction, can be fully sharp
With steel construction and the comprehensive function of liquid, it is achieved radioactive effective shielding, improve structure for earthquake, shake
Resistance that is dynamic and that impact.
In this specification, each embodiment uses the mode gone forward one by one to describe, and what each embodiment stressed is
With the difference of other embodiments, between each embodiment, identical similar portion sees mutually.For
For system disclosed in embodiment, owing to corresponding to the method disclosed in Example, so the comparison described is simple
Single, relevant part sees method part and illustrates.
Each specifically should being used for can be used different methods to realize described merit by those skilled in the art
Can, but this realization is it is not considered that beyond the scope of this invention.
Obviously, those skilled in the art can carry out various change and modification without deviating from the present invention to invention
Spirit and scope.So, if the present invention these amendment and modification belong to the claims in the present invention and
Within the scope of equivalent technologies, then the present invention is also intended to change and including modification include these.
Claims (8)
1. a water tank supporting construction, it is characterised in that including:
Water tank bearing;Described water tank bearing is provided with the first cavity volume;
Water expansion vessel;Described water expansion vessel is arranged on described water tank bearing;Described water expansion vessel sets
The second cavity volume, described second cavity volume is had to connect with described first cavity volume;Described first cavity volume and described second holds
Chamber composition confined space;And relief valve.
2. water tank supporting construction as claimed in claim 1, it is characterised in that be filled with in described confined space
Liquids and gases.
3. water tank supporting construction as claimed in claim 2, it is characterised in that described liquid is water or through joining
Put and there is moderation of neutrons, heat conduction, shock resistance, antiseismic, the liquid of anti-vibration function.
4. water tank supporting construction as claimed in claim 2, it is characterised in that described gas is oxygen, nitrogen
Gas or the two mixed gas.
5. water tank supporting construction as claimed in claim 1, it is characterised in that be filled with in described first cavity volume
Liquid.
6. water tank supporting construction as claimed in claim 5, it is characterised in that be filled with in described second cavity volume
Gas, or be configured in during the expansion of liquids in described first cavity volume, being filled with the liquid poured in from described first cavity volume
Body.
7. water tank supporting construction as claimed in claim 1, it is characterised in that described water tank bearing is provided with recessed
Groove;The shape of described groove adapts with the shape of equipment;Equipment is configured to embed in described groove.
8. water tank supporting construction as claimed in claim 1, it is characterised in that it is configured operating temperature and is
0 to 350 DEG C.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610523323.8A CN106024084A (en) | 2016-07-05 | 2016-07-05 | Water tank support structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610523323.8A CN106024084A (en) | 2016-07-05 | 2016-07-05 | Water tank support structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN106024084A true CN106024084A (en) | 2016-10-12 |
Family
ID=57107970
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610523323.8A Pending CN106024084A (en) | 2016-07-05 | 2016-07-05 | Water tank support structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106024084A (en) |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1532063A (en) * | 2003-03-26 | 2004-09-29 | ������������ʽ���� | Liquid container |
JP2010067544A (en) * | 2008-09-12 | 2010-03-25 | Ishida Co Ltd | X-ray generator, and x-ray inspection device |
CN203506370U (en) * | 2013-08-29 | 2014-04-02 | 广东伊立浦电器股份有限公司 | Electromagnetic steam generating device for cooker |
CN205354669U (en) * | 2015-12-21 | 2016-06-29 | 中国核动力研究设计院 | Reactor pressure vessel support structure with blocking function |
CN205881483U (en) * | 2016-07-05 | 2017-01-11 | 上海核工程研究设计院 | Water tank bearing structure |
CN108870719A (en) * | 2017-05-16 | 2018-11-23 | 青岛经济技术开发区海尔热水器有限公司 | A kind of storage-type electric water heater |
-
2016
- 2016-07-05 CN CN201610523323.8A patent/CN106024084A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1532063A (en) * | 2003-03-26 | 2004-09-29 | ������������ʽ���� | Liquid container |
JP2010067544A (en) * | 2008-09-12 | 2010-03-25 | Ishida Co Ltd | X-ray generator, and x-ray inspection device |
CN203506370U (en) * | 2013-08-29 | 2014-04-02 | 广东伊立浦电器股份有限公司 | Electromagnetic steam generating device for cooker |
CN205354669U (en) * | 2015-12-21 | 2016-06-29 | 中国核动力研究设计院 | Reactor pressure vessel support structure with blocking function |
CN205881483U (en) * | 2016-07-05 | 2017-01-11 | 上海核工程研究设计院 | Water tank bearing structure |
CN108870719A (en) * | 2017-05-16 | 2018-11-23 | 青岛经济技术开发区海尔热水器有限公司 | A kind of storage-type electric water heater |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US10041221B2 (en) | Steel plate and concrete composite tank unit, tank group and offshore platforms | |
Zhang et al. | Investigation on a damaged ship model sinking into water based on three dimensional SPH method | |
CN211059270U (en) | Nonlinear metamaterial vibration isolator with quasi-zero rigidity | |
CN109898681A (en) | A kind of high-bearing capacity tension energy consumption earthquake isolating equipment | |
CN205881483U (en) | Water tank bearing structure | |
Zhang et al. | Failure of silicon nitride ceramic flotation spheres at critical state of implosion | |
Liang et al. | A Cut‐Resistant and Highly Restorable Graphene Foam | |
CN106024084A (en) | Water tank support structure | |
CN102519768B (en) | Rock sample sealing structure used for three dimensional permeability determination | |
CN206363772U (en) | A kind of Three links theory nuclear power system | |
Huang et al. | A deep-sea large-volume high-pressure simulation system—design, analysis and experimental verification | |
CN204387672U (en) | Bimetal wall is appearance type low-temperature storage tank hot angle operator guards entirely | |
CN207651212U (en) | A kind of cable for ocean engineering | |
CN202327632U (en) | Low-temperature pressure vessel | |
CN105913889A (en) | Three-loop nuclear energy system | |
CN204548431U (en) | Marine explosion-proof floating block construction | |
CN205579535U (en) | External steam generator of catch water | |
Zamani et al. | The numerical and analytical analysis of stress intensity factor of semi elliptical crack on a spherical pressure vessel | |
Hao et al. | Numerical and experimental investigation on influence factors of the leakage rate for a large-size pressure gate with rubber O-ring sealing structure | |
Ding et al. | Coupled dynamic analysis of liquid storage tanks under implosion-generated overpressure | |
CN203463737U (en) | High-pressure composite sealed air valve | |
KR101710566B1 (en) | Offshore Structure | |
CN212980506U (en) | Pressure-resistant device for deep sea exploration | |
Harleman et al. | Investigations on the Dynamics of Moored Structures in Waves | |
Li et al. | Design Method of a New Type of Expansive Stressed Grouted Clamp |
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 | ||
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 |