CN109295996A - A kind of combined type steam turbine generator spring foundation - Google Patents
A kind of combined type steam turbine generator spring foundation Download PDFInfo
- Publication number
- CN109295996A CN109295996A CN201811307430.2A CN201811307430A CN109295996A CN 109295996 A CN109295996 A CN 109295996A CN 201811307430 A CN201811307430 A CN 201811307430A CN 109295996 A CN109295996 A CN 109295996A
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- China
- Prior art keywords
- turbine generator
- steam turbine
- foundation
- combined type
- top platen
- Prior art date
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- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 31
- 230000035939 shock Effects 0.000 claims abstract description 27
- 238000013016 damping Methods 0.000 claims abstract description 7
- 238000005265 energy consumption Methods 0.000 claims description 7
- 239000011150 reinforced concrete Substances 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 5
- 238000006073 displacement reaction Methods 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000009413 insulation Methods 0.000 description 5
- 238000002955 isolation Methods 0.000 description 5
- 230000015556 catabolic process Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/44—Foundations for machines, engines or ordnance
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a kind of combined type steam turbine generator spring foundations, including Foundation of Steam Turbogenerater top platen, Vertical Spring vibration isolator, shock isolating pedestal and Compact Mounts；Wherein, the lower section of Foundation of Steam Turbogenerater top platen is arranged in Vertical Spring vibration isolator, and shock isolating pedestal is arranged in the bottom of Vertical Spring vibration isolator, and Compact Mounts are arranged in the side of Foundation of Steam Turbogenerater top platen；The vertical vibration equipment of top platen can be isolated by reaching in spring vibration-isolator lower disposed lead rubber bearing, the effect of basic top platen horizontal earthquake action can be reduced again, by around basic top platen lateral arrangement high-damping rubber limiting device come achieve the purpose that reduce foundation sole plate horizontal direction displacement, to reduce the width of deformation joint between foundation sole plate and surrounding supporting structure；Connection and reasonable arrangement, excellent earthquake resistance and structure durability of the present invention are good, and later maintenance cost is low.
Description
Technical field
The invention belongs to power plant's Foundation of Steam Turbogenerater fields, and in particular to a kind of combined type steam turbine generator spring base
Plinth.
Background technique
In traditional thermal power plant, Foundation of Steam Turbogenerater is essentially all using common skeleton formula basis.This
Structural shape has been subjected to years of researches and practice, and is applied in a large amount of engineerings, achieves good effect.
With the continuous development of vibration isolation technique, existing part power plant uses steam turbine generator spring foundation both at home and abroad.The base
Plinth form mainly be arranged between Foundation of Steam Turbogenerater top platen and lower support structure a certain number of Vertical Springs every
Shake device, so that vibration when Turbo-generator Set is run largely is isolated by spring vibration-isolator, is unlikely to supporting structure around
And equipment has an impact.
Traditional spring vibration-isolated foundation only arranges vertical vibration isolation device, for guarantee spring vibration-isolator stabilization and safety,
Its horizontal rigidity is generally large, and the horizontal distortion under horizontal earthquake action is smaller, limited every the effect of horizontal earthquake.In Gao Lie
Area is spent, biggish geological process will lead to spring and generate big horizontal distortion, and groups of springs has the risk of conquassation.
Summary of the invention
In order to solve problems of the prior art, the present invention provides a kind of combined type steam turbine generator spring base
Plinth, in steam turbine generator top platen lower disposed Vertical Spring vibration isolator, the cloth between spring vibration-isolator bottom and supporting structure
Shock isolating pedestal is set, basic top platen side arrangement Compact Mounts constitute novel steam turbine generator spring vibration isolation (shake) base
Plinth；While Turbo-generator Set vibration equipment, by shock isolating pedestal every horizontal earthquake action, it is suitable for Areas of High Earthquake Intensity
The case where area and a steam turbine high position are arranged.
To achieve the goals above, the technical solution adopted by the present invention is that, a kind of combined type steam turbine generator spring foundation,
Including Foundation of Steam Turbogenerater top platen, Vertical Spring vibration isolator, shock isolating pedestal and Compact Mounts；Wherein, vertical bullet
The lower section of Foundation of Steam Turbogenerater top platen is arranged in spring vibration isolator, and shock isolating pedestal, vapour is arranged in the bottom of Vertical Spring vibration isolator
Compact Mounts are arranged in the side of turbine generator basis top platen.
Shock isolating pedestal uses lead rubber bearing.
Backing plate is provided between shock isolating pedestal and Vertical Spring vibration isolator.
Compact Mounts are symmetrical arranged along steam turbine generator axial centerline.
Compact Mounts use high-damping rubber limiting device.
High-damping rubber limiting device uses lead rubber bearing, and the axis of the lead rubber bearing is along water
Square to.
Vertical Spring vibration isolator includes several groups steel spiral cylinder spring, and along Foundation of Steam Turbogenerater top platen bottom
It is uniformly arranged.
Energy-consumption damper is set in Vertical Spring vibration isolator, and energy-consumption damper is symmetrically set along steam turbine generator axial centerline
It sets.
Foundation of Steam Turbogenerater top platen uses monolithic reinforced concrete structure.
Lower support structure is arranged in the lower section of shock isolating pedestal, and lower support structure uses monolithic reinforced concrete structure.
Compared with prior art, the present invention, which at least has the advantages that, can effectively reduce geological process to basic platform
The vibration of plate, and then reduction overall structure is influenced by earthquake；Wherein, vibration when spring reduction steam turbine operation, shock insulation branch
Seat is for reducing the vibration of earthquake bring；Industrial equipment vibration isolation and the earthquake under normal operation can be solved simultaneously
Earthquake motion shock insulation problem under effect；The large deformation problem being avoided that under equipment breakdown operating condition and larger earthquake operating condition.
The present invention can be under the premise of not influencing process pipe arrangement, by the way that shock insulation branch is arranged in spring vibration-isolator lower part
Seat reaches the vertical vibration equipment of isolation Foundation of Steam Turbogenerater top platen, by horizontal in basic top platen surrounding lateral arrangement
Limiting device is displaced to achieve the purpose that reduce foundation sole plate horizontal direction, to reduce foundation sole plate and surrounding floor or surrounding
The width of deformation joint between supporting structure, connection and reasonable arrangement of the present invention, excellent earthquake resistance, structure durability are good, later maintenance cost
Low advantage can be suitably used for the larger situation of Areas of High Earthquake Intensity area, pipe level active force and Turbo-generator Set high position arrangement
When spring vibration-isolated foundation.
Shock isolating pedestal uses lead rubber bearing, and lead for retractable pencil can absorb deformation well, absorbs energy.
Backing plate is set between shock isolating pedestal and Vertical Spring vibration isolator, is improved between shock isolating pedestal and Vertical Spring vibration isolator
The homogeneity of stress.
Further, the used flexible structure design of lower support structure, meets different capabilities unit, different anti-seismic/vibration
Demand.
Detailed description of the invention
Fig. 1 foundation bottom spring arrangement schematic diagram of the present invention；
The basic top structure arrangement schematic diagram of Fig. 2 present invention；
The basic vertical structure schematic diagram of Fig. 3 present invention；
The basic transverse structure schematic diagram of Fig. 4 present invention；
Fig. 5 base support structural schematic diagram of the present invention；
1- Turbo-generator Set；2- Foundation of Steam Turbogenerater top platen；3- Vertical Spring vibration isolator；4- shock isolating pedestal；5-
Compact Mounts；6- supporting structure, 61- lower support structure, supporting structure around 62-.
Specific embodiment
The present invention is described in further detail with reference to the accompanying drawings and embodiments.
Spring and rubber combined type steam turbine generator spring vibration-isolated foundation, including it is Foundation of Steam Turbogenerater top platen 2, vertical
The lower support structure of the spring vibration-isolator 3 of arrangement, shock isolating pedestal 4, the Compact Mounts 5 of lateral arrangement and vibro-damping mount
61；Turbo-generator Set 1 is arranged on Foundation of Steam Turbogenerater top platen 2；Vertical Spring vibration isolator 3 is arranged in turbine generator
Below machine basis top platen 2；Shock isolating pedestal 4 is arranged between Vertical Spring vibration isolator 3 and lower support structure 61；Level limit
Position device 5 is arranged between Foundation of Steam Turbogenerater top platen 2 and surrounding's supporting structure 62 of shock insulation pedestal.
Referring to Fig. 1,2,3 and 4, a kind of steam turbine generator spring vibration-isolated foundation of new arrangement, including steam turbine generator base
Plinth top platen 2, the Vertical Spring vibration isolator 3 that basic top platen is disposed below, 3 sole arrangement of Vertical Spring vibration isolator shock insulation branch
Surrounding's supporting structure 62 of seat 4, the Compact Mounts 5 of pedestal top platen side arrangement and basic top platen；Wherein steamer
Generator basis top platen 2 uses monolithic reinforced concrete structure, surrounding's supporting structure 62 of Foundation of Steam Turbogenerater top platen 2
Using steel construction or reinforced concrete structure.
The supporting structure that lower support structure 61 is combined using beam type, pillar or beam column.
The natural frequency of vibration of turbine generator foundation base top platen 2 is effectively reduced in the spring vibration-isolator 3 being vertically arranged, and makes it away from
Frequency when Turbo-generator Set 1 operates normally；The vibration generated when can also run Turbo-generator Set 1 is largely isolated
Fall, spring vibration-isolator is subjected only to the dead load of unit with lower support structure 6；Pedestal top platen 4 can be effectively reduced in shock isolating pedestal 4
Reach the horizontal earthquake action of lower support structure 61；The Compact Mounts 5 of side arrangement can effectively reduce basic roof platform
The greater level displacement that plate 2 generates under pipe level thrust and geological process.
Vertical Spring vibration isolator 3 includes several groups steel spiral cylinder spring, setting energy consumption damping in Vertical Spring vibration isolator 3
The quantity of device device, the Vertical Spring vibration isolator 3 of inside setting energy-consumption damper device is determined according to earthquake magnitude, and energy consumption is arranged
The axisymmetrical of the 3 turbine generator foundation base top platen 2 of Vertical Spring vibration isolator of damper device.
Analysis shows the present invention can effectively reduce turbine generator foundation base top in side arrangement Compact Mounts 5
The horizontal displacement of platen 2 also reduces the twisting vibration effect of turbine generator foundation base top platen 2；Shock isolating pedestal 4 can effectively reduce
The horizontal earthquake action of pedestal top platen.
The present invention has the advantages that simple arrangement, excellent earthquake resistance and later maintenance cost are low, can be used for earthquake height
The basis of the larger situation of intensity area, horizontal pipe load and steam turbine high position arrangement.
The above content is a further detailed description of the present invention in conjunction with specific preferred embodiments, and it cannot be said that
A specific embodiment of the invention is only limitted to this, for those of ordinary skill in the art to which the present invention belongs, is not taking off
Under the premise of from present inventive concept, several simple deduction or replace can also be made, all shall be regarded as belonging to the present invention by institute
Claims of submission determine scope of patent protection.
Claims (10)
1. a kind of combined type steam turbine generator spring foundation, which is characterized in that including Foundation of Steam Turbogenerater top platen (2), erect
To spring vibration-isolator (3), shock isolating pedestal (4) and Compact Mounts (5)；Wherein, Vertical Spring vibration isolator (3) is arranged in vapour
Shock isolating pedestal (4) are arranged in the bottom of the lower section of turbine generator basis top platen (2), Vertical Spring vibration isolator (3), steam turbine generator
Compact Mounts (5) are arranged in the side of basic top platen (2).
2. combined type steam turbine generator spring foundation according to claim 1, which is characterized in that shock isolating pedestal (4) uses
Lead rubber bearing.
3. combined type steam turbine generator spring foundation according to claim 1, which is characterized in that shock isolating pedestal (4) and perpendicular
Backing plate is provided between spring vibration-isolator (3).
4. combined type steam turbine generator spring foundation according to claim 1, which is characterized in that Compact Mounts (5)
It is symmetrical arranged along steam turbine generator axial centerline.
5. combined type steam turbine generator spring foundation according to claim 1, which is characterized in that Compact Mounts (5)
Using high-damping rubber limiting device.
6. combined type steam turbine generator spring foundation according to claim 5, which is characterized in that the high-damping rubber limit
Position device uses lead rubber bearing, and the axis of the lead rubber bearing is in the horizontal direction.
7. combined type steam turbine generator spring foundation according to claim 1, which is characterized in that Vertical Spring vibration isolator
(3) include several groups steel spiral cylinder spring, and be uniformly arranged along Foundation of Steam Turbogenerater top platen (2) bottom.
8. combined type steam turbine generator spring foundation according to claim 1, which is characterized in that Vertical Spring vibration isolator
(3) energy-consumption damper is set in, and energy-consumption damper is symmetrical arranged along steam turbine generator axial centerline.
9. combined type steam turbine generator spring foundation according to claim 1, which is characterized in that Foundation of Steam Turbogenerater top
Platen (2) uses monolithic reinforced concrete structure.
10. combined type steam turbine generator spring foundation according to claim 1, which is characterized in that under shock isolating pedestal (4)
Side's setting lower support structure (61), lower support structure (61) use monolithic reinforced concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811307430.2A CN109295996A (en) | 2018-11-05 | 2018-11-05 | A kind of combined type steam turbine generator spring foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811307430.2A CN109295996A (en) | 2018-11-05 | 2018-11-05 | A kind of combined type steam turbine generator spring foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109295996A true CN109295996A (en) | 2019-02-01 |
Family
ID=65144965
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811307430.2A Pending CN109295996A (en) | 2018-11-05 | 2018-11-05 | A kind of combined type steam turbine generator spring foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109295996A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109930890A (en) * | 2019-04-25 | 2019-06-25 | 郑州工业应用技术学院 | A kind of construction steel structure device with high shock resistance |
| CN111535355A (en) * | 2020-05-22 | 2020-08-14 | 浙江金誉工程咨询有限公司 | Industrial building shock attenuation basis |
| CN113152708A (en) * | 2021-02-10 | 2021-07-23 | 国机集团科学技术研究院有限公司 | Vibration and earthquake double-control strategy mainly based on horizontal vibration resistance |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09112068A (en) * | 1995-10-17 | 1997-04-28 | Takenaka Komuten Co Ltd | Vertical direction base isolation method and base isolating device and three dimensional base isolating method and base isolating device |
| CN202131606U (en) * | 2011-06-27 | 2012-02-01 | 中广核工程有限公司 | Foundation of half-speed turbo generator set in nuclear power station |
| US20130031859A1 (en) * | 2010-04-15 | 2013-02-07 | LS Cable &Systems Ltd. | Vibration isolator of wind turbine system |
| CN103195168A (en) * | 2013-03-26 | 2013-07-10 | 东南大学 | Composite three-dimensional shock isolation support of sandwich rubber-high damping disc spring |
| JP2014137109A (en) * | 2013-01-17 | 2014-07-28 | Aseismic Devices Co Ltd | Seismic isolator |
| CN204551516U (en) * | 2015-04-15 | 2015-08-12 | 中国电力工程顾问集团西北电力设计院有限公司 | A kind of steam turbine generator spring vibration-isolated foundation |
| CN209082547U (en) * | 2018-11-05 | 2019-07-09 | 中国电力工程顾问集团西北电力设计院有限公司 | A kind of combined type steam turbine generator spring foundation |
-
2018
- 2018-11-05 CN CN201811307430.2A patent/CN109295996A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09112068A (en) * | 1995-10-17 | 1997-04-28 | Takenaka Komuten Co Ltd | Vertical direction base isolation method and base isolating device and three dimensional base isolating method and base isolating device |
| US20130031859A1 (en) * | 2010-04-15 | 2013-02-07 | LS Cable &Systems Ltd. | Vibration isolator of wind turbine system |
| CN202131606U (en) * | 2011-06-27 | 2012-02-01 | 中广核工程有限公司 | Foundation of half-speed turbo generator set in nuclear power station |
| JP2014137109A (en) * | 2013-01-17 | 2014-07-28 | Aseismic Devices Co Ltd | Seismic isolator |
| CN103195168A (en) * | 2013-03-26 | 2013-07-10 | 东南大学 | Composite three-dimensional shock isolation support of sandwich rubber-high damping disc spring |
| CN204551516U (en) * | 2015-04-15 | 2015-08-12 | 中国电力工程顾问集团西北电力设计院有限公司 | A kind of steam turbine generator spring vibration-isolated foundation |
| CN209082547U (en) * | 2018-11-05 | 2019-07-09 | 中国电力工程顾问集团西北电力设计院有限公司 | A kind of combined type steam turbine generator spring foundation |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109930890A (en) * | 2019-04-25 | 2019-06-25 | 郑州工业应用技术学院 | A kind of construction steel structure device with high shock resistance |
| CN111535355A (en) * | 2020-05-22 | 2020-08-14 | 浙江金誉工程咨询有限公司 | Industrial building shock attenuation basis |
| CN113152708A (en) * | 2021-02-10 | 2021-07-23 | 国机集团科学技术研究院有限公司 | Vibration and earthquake double-control strategy mainly based on horizontal vibration resistance |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190201 |
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| RJ01 | Rejection of invention patent application after publication |