CN207714828U - Extra-high pressure converter station steel framed bent adds the concrete fireproof wall mixed structure valve Room - Google Patents
Extra-high pressure converter station steel framed bent adds the concrete fireproof wall mixed structure valve Room Download PDFInfo
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- CN207714828U CN207714828U CN201721790361.6U CN201721790361U CN207714828U CN 207714828 U CN207714828 U CN 207714828U CN 201721790361 U CN201721790361 U CN 201721790361U CN 207714828 U CN207714828 U CN 207714828U
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Abstract
The utility model discloses extra-high pressure converter station steel framed bents to add the concrete fireproof wall mixed structure valve Room.It includes valve Room Steel bent frame structure system, fire wall, and valve Room Steel bent frame structure system includes valve Room steel column, valve Room steel roof truss, and valve Room Steel bent frame structure system is arranged with fire wall in disengagement；It is connected with each other by spring supporting between valve Room Steel bent frame structure system and fire wall；Fire wall is set to the change of current and becomes side；There is converter valve to be located in the Steel bent frame structure system of the valve Room, converter valve is suspended in by insulator below valve hanging beam, and valve hanging beam is connect with valve Room steel roof truss lower-chord panel point.The utility model overcomes that existing steel, armored concrete mixed structure valve Room Stiffness Distribution are uneven, and the vibration shape is based on reversing, the bad disadvantage of anti-seismic performance；The shortcomings of steel, complicated existing for the armored concrete mixed structure valve Room simultaneously, difficulty of construction is big, costly, the duration is longer；Improve valve Room torsional effect with very big, the advantages of improving the anti-seismic performance in the valve Room, reduce expense.
Description
Technical field
The utility model is related to DC transmission engineering technical fields, more specifically say it is extra-high pressure converter station steel framed bent and add
The concrete fireproof wall mixed structure valve Room.
Background technology
China's energy and power load distributing are seriously uneven, and load center is far from energy centre, long range D.C. high voltage transmission
Shared ratio is higher and higher in the power grid construction in China, and corresponding current conversion station is built also more and more；The valve Room is as the change of current
The safety and reliability at the core position stood, structure has very high requirement；Land resources are increasingly reduced at present, and saving is built
If land used has become important design phiolosophy.
Domestic existing most of ultra-high voltage converter station valve Room is all made of steel-concrete mixed structure scheme, steel room
Frame one end is supported on steel column, and the other end is shelved on fire wall so that fire wall rigidity is very big compared with valve Room steel column, and the valve Room is whole
Stiffness Distribution is uneven, and torsional effect is more apparent, causes valve Room anti-seismic performance bad；Reinforced concrete shear wall exists simultaneously
It is complicated, the shortcomings of difficulty of construction is big, costly, the duration is longer.
Invention content
The purpose of this utility model is to provide extra-high pressure converter station steel framed bent and adds the concrete fireproof wall mixed structure valve Room, adopts
Valve Room steel column and fire wall are disengaged with U-shaped fire wall and arranged, valve Room Steel bent frame structure system overall deformation is coordinated, and greatly improves
Valve Room torsional effect, improves the anti-seismic performance in the valve Room, at the same U-shaped fire rated wall structure is succinct, handsome in appearance, construction is simple,
Expense is low, construction speed is fast, construction risk is low；To reduction engineering economic index, preserving the ecological environment plays an important role, and makes valve
The Room is technically more advanced, economically more reasonable, more environmentally friendly in ecology.
To achieve the goals above, the technical solution of the utility model is：Extra-high pressure converter station steel framed bent adds concrete anti-
The wall with flues mixed structure valve Room, including valve Room Steel bent frame structure system, fire wall, valve Room Steel bent frame structure system include valve Room steel
Column, valve Room steel roof truss, it is characterised in that：Valve Room Steel bent frame structure system is arranged with fire wall in disengagement；Valve Room Steel bent frame structure
It is connected with each other by spring supporting between system and fire wall；Fire wall is set to the change of current and becomes side；There is converter valve to be located at valve Room steel
In bent structure system, converter valve is suspended in by insulator below valve hanging beam, and valve hanging beam connects with valve Room steel roof truss lower-chord panel point
It connects.
In the above-mentioned technical solutions, valve Room steel column is H profile steel；There are column braces to be set to valve Room Steel bent frame structure system
On；Valve Room steel roof truss both sides in the Steel bent frame structure system of the valve Room are connected with valve Room steel column, and valve Room steel column and valve Room steel column it
Between connected by column braces；The change of current becomes the U-shaped arrangement of side fire wall and encloses three bread of valve Room steel column.
In the above-mentioned technical solutions, fire wall is concrete fireproof wall.
In the above-mentioned technical solutions, it is connected by spring supporting between U-shaped fire wall and valve Room steel column；Spring supporting one
Collateral seat is connected with valve Room steel column, and other side bearing is connect with the built-in fitting being set on the inside of fire wall.
In the above-mentioned technical solutions, stiffener is welded on the steel column of the valve Room.
Compared to the existing steel-concrete shear wall mixed structure valve Room, the utility model has following beneficial to effect
Fruit：
(1) steel column three bread in the valve Room is enclosed using U-shaped fire wall arrangement, valve Room lateral dimension can be reduced, can either be met
Converter power transformer fire protection requirement, while it is (new using this practicality by taking certain ± 1100kV converter station valve hall as an example also to optimize floor space
Type valve Room structure scheme can reduce valve Room lateral dimension 2m, can reduce valve Room floor space 237m2)；Overcome existing skill
Art occupation of land is larger, and (ultra-high voltage converter station valve Room fire wall spacing is generally 10~15m at present, according to conventional T-type fireproof wall cloth
Scheme is set, then fire wall need to be completely or partially arranged in other than the steel column edge of a wing of the valve Room, consider that suspension column and steel column lifting need to be reserved
A part of space, and valve Room steel column section is often larger, causes the valve Room to be taken up an area larger), while being also unfavorable for lacking for electrical arrangement
Point；
(2) valve Room steel column and fire wall are disengaged using U-shaped fire wall and are arranged, steel roof truss both sides all with valve Room steel column phase
Even, Steel bent frame structure is formed, Steel bent frame structure system deformation in the valve Room is not restricted substantially by fire wall, and the utility model valve Room is whole
Deformation is based on being translatable, and valve Room rigidity is uniform, excellent earthquake resistance；And the mixed structure scheme in the existing valve Room, steel roof truss side
Be connected with valve Room steel column, the other side is positioned on fire wall, since fire wall anti-side rigidity is larger, cause valve Room overall deformation with
Based on torsion, the poor disadvantage of anti-seismic performance；
(3) the U-shaped fire wall height of the utility model, which need to only meet change of current change fire protection requirement, (to be generally 15m or so),
It is only calculated with fire wall expense, fire wall concrete works amount about 40% can be reduced；Overcome the prior art this body concrete use
Measuring big disadvantage, (the mixed structure scheme in the existing valve Room, since fire wall is effectively supported as steel roof truss, fire wall height need to be done
To roof truss lower edge (typically about 24~35m))；
(4) fire wall height can be largely reduced, U-shaped fire wall arrangement is also convenient for live masterplate and installs, steel construction
Lifting is not restricted by on-site concrete construction speed, is conducive to construction organization, is accelerated construction progress, and construction risk is reduced；Overcome
The construction of prior art reinforced concrete shear wall is complicated, and the duration is longer, steel structure hoisting is by on-site concrete project progress system
About (valve Room height is higher, span is larger, brings the construction difficult problems such as formwork erection, mass concrete continuous placing) the shortcomings that.
Description of the drawings
Fig. 1 is the utility model planar structure schematic diagram.
Fig. 2 is the U-shaped firewall node structural schematic diagram of the utility model.
Fig. 3 is the utility model section structural schematic diagram.
Fig. 4 is the utility model schematic view of facade structure.
Fig. 5 is the utility model in certain engineer application schematic three dimensional views.
1- valves Room steel column in figure, 2- valves Room steel roof truss, 3- fire walls, 4- valve hanging beams, 5- converter valves, 6- column braces, 7-
Spring supporting, 8- stiffeners.
Specific implementation mode
The performance that according to the present invention will be described in detail below with reference to the accompanying drawings, but they are not constituted to the utility model
It limits, it is only for example.The advantages of making the utility model by explanation simultaneously, is more clear and is readily appreciated that.
Refering to known to attached drawing：Extra-high pressure converter station steel framed bent adds the concrete fireproof wall mixed structure valve Room, including valve Room steel
Bent structure system, fire wall 3, valve Room Steel bent frame structure system include valve Room steel column 1, valve Room steel roof truss 2, valve Room steel framed bent knot
Structure system is arranged with fire wall 3 in disengagement；It is interconnected by 7 phase of spring supporting between valve Room Steel bent frame structure system and fire wall 3
It connects；Fire wall 3 is set to the change of current and becomes side；There is converter valve 5 to be located in the Steel bent frame structure system of the valve Room, converter valve 5 passes through insulator
It is suspended in 4 lower section of valve hanging beam, valve hanging beam 4 is connect with 2 lower-chord panel point of valve Room steel roof truss.Valve Room steel column 1 is H profile steel；There is intercolumniation branch
Support 6 is set in the Steel bent frame structure system of the valve Room；2 both sides of valve Room steel roof truss in the Steel bent frame structure system of the valve Room and valve Room steel column
1 is connected, and is connected by column braces 6 between valve Room steel column 1 and valve Room steel column 1；Valve Room steel column, steel roof truss, column braces are total
With composition valve Room Steel bent frame structure system；Valve Room steel column 1 lands arrangement；Valve Room steel framed bent independently bears lateral force；The change of current becomes
Side fire wall 3 is U-shaped to be arranged and encloses 1 three bread of valve Room steel column；Fire wall height meets converter power transformer fire protection requirement i.e.
It can.Fire wall 3 is concrete fireproof wall.It is connected by spring supporting 7 between U-shaped fire wall 3 and valve Room steel column 1；Spring branch
It supports 7 side bearings with valve Room steel column 1 to be connected, other side bearing is connect with the built-in fitting for being set to 3 inside of fire wall, spring supporting
Joined as valve Room Lateral Resistant System by means of longitudinal side force between fire rated wall structure transmission steel column as the column braces of steel framed bent
With overall deformation.Converter power transformer side steel column is connect on the longitudinal direction of the valve Room using spring supporting with fire wall, steel column and fire wall
It is not connected in the transverse direction of the valve Room.There is stiffener 8 to be welded on valve Room steel column 1.
In the present invention, valve Room Steel bent frame structure system and fire wall be only in the longitudinally positioned spring supporting 7 in the valve Room,
And transverse direction upper the two in the valve Room is not connected to, and to eliminate fire wall in the excessive caused adverse effect of the upper rigidity of valve Room transverse direction, makes the valve Room
Stiffness Distribution is more uniform, and the longitudinal and lateral first vibration mode in the valve Room is translation, and torsion vibration mode does not account for leading role, torsional cyclic
Smaller, program valve Room structural integrity and fight are functional.
Attached drawing 1 is the floor map of the utility model valve Room structure arrangement；Valve Room steel column 1 uses H profile steel, valve Room steel room
2 both sides of frame are connected with valve Room steel column 1, are connected by column braces 6 between steel column and steel column, form steel framed bent system, valve Room steel
Framed bent independently bears lateral force；The change of current becomes 3 U-shaped arrangement of side fire wall, and three bread of steel column is enclosed.
Attached drawing 2 is the U-shaped firewall node structural schematic diagram of the utility model；Between U-shaped fire wall 3 and valve Room steel column 1
It is connected by spring supporting 7,7 side bearing of spring supporting is connected with valve Room steel column 1, other side bearing and 2 inside of fire wall
Built-in fitting connects, column braces of the spring supporting 7 as steel framed bent, transmits valve Room intercolumniation longitudinal direction side force, and usual valve Room steel column is cut
Face height is larger, and biplate column braces are generally preferably arranged, and the utility model is arranged 4 spring supportings and replaces biplate column braces,
By means of longitudinal side force between fire rated wall structure transmission steel column, overall deformation is participated in as valve Room Lateral Resistant System.
Attached drawing 3 is the valve Room and fire wall sectional view, is the primarily transverse stress diagram in the valve Room；Converter valve 5 passes through insulation
Son is suspended in 4 lower section of valve hanging beam, and valve hanging beam 4 is connect with 2 lower-chord panel point of steel roof truss, and each equipment and component gravity laod pass through room
Frame passes to valve Room steel column 1 and undertakes；The horizontal loadings such as wind load, earthquake load pass to valve by wall roofing enclosure and steel roof truss
Room steel column 1 undertakes；Distribution of the horizontal loading between the steel column of each valve Room mainly accounts for column overall stiffness according to 1 rigidity of each valve Room steel column
Ratio.
Attached drawing 4 is the elevational schematic view of the utility model valve Room structure arrangement；It is the main longitudinal stress schematic diagram in the valve Room；
It is connected by column braces 6 between valve Room steel column 1 and valve Room steel column 1, composition valve Room steel framed bent system, valve Room longitudinal direction side force passes through
Column braces 6 transmit, and since fire wall 3 encloses 1 three bread of valve Room steel column, in fire wall altitude range, column braces 6 are arranged
It is more difficult；The utility model is in valve Room steel column 1 and 3 corresponding position of fire wall setting spring supporting 7 as valve Room longitudinal column
Between support, transmit valve Room longitudinal direction side force.
Attached drawing 5 is the schematic three dimensional views that the utility model applies the high end valve Room of Mr. Yu's ± 1100kV converter station projects；The valve
Room steel roof truss span 45.65m, steel roof truss bottom absolute altitude 34.390m, valve Room longitudinal size are 118.5m, and valve Room steel column uses
The steel flanged beam H-type column of H1350x600 is enclosed three bread of valve Room steel column using U-shaped fire wall using double-disk column braces,
Spring supporting, fire wall height 16m are set between steel column and fire wall；The valve Room first rank of structure and the second first order mode are difference
For transversal translation and longitudinal translation, third first order mode is torsion, and the first natural vibration period based on translation is 1.17s, with torsion
Based on the first natural vibration period be 0.67s, torsional cyclic ratio be 0.57, structure overall stiffness is evenly distributed, excellent earthquake resistance,
Overcome the shortcomings that existing steel-concrete mixed structure valve Room first vibration mode is torsion.
Other unaccounted parts belong to the prior art.
Claims (5)
1. extra-high pressure converter station steel framed bent adds the concrete fireproof wall mixed structure valve Room, including it is valve Room Steel bent frame structure system, anti-
Wall with flues (3), valve Room Steel bent frame structure system include valve Room steel column (1), valve Room steel roof truss (2), it is characterised in that：Valve Room steel framed bent
Structural system is arranged with fire wall (3) in disengagement；Pass through spring supporting between valve Room Steel bent frame structure system and fire wall (3)
(7) it is connected with each other；Fire wall (3) is set to the change of current and becomes side；There is converter valve (5) to be located in the Steel bent frame structure system of the valve Room, the change of current
Valve (5) is suspended in by insulator below valve hanging beam (4), and valve hanging beam (4) is connect with the valve Room steel roof truss (2) lower-chord panel point.
2. extra-high pressure converter station steel framed bent according to claim 1 adds the concrete fireproof wall mixed structure valve Room, feature
It is：Valve Room steel column (1) is H profile steel；There are column braces (6) to be set in the Steel bent frame structure system of the valve Room；Valve Room steel framed bent knot
Valve Room steel roof truss (2) both sides in structure system are connected with valve Room steel column (1), and lead between valve Room steel column (1) and valve Room steel column (1)
Cross column braces (6) connection；The change of current becomes the U-shaped arrangement of side fire wall (3) and encloses (1) three bread of valve Room steel column.
3. extra-high pressure converter station steel framed bent according to claim 1 or 2 adds the concrete fireproof wall mixed structure valve Room, special
Sign is：Fire wall (3) is concrete fireproof wall.
4. extra-high pressure converter station steel framed bent according to claim 3 adds the concrete fireproof wall mixed structure valve Room, feature
It is：It is connect by spring supporting (7) between U-shaped fire wall (3) and valve Room steel column (1)；Spring supporting (7) side bearing with
Valve Room steel column (1) is connected, and other side bearing is connect with the built-in fitting being set on the inside of fire wall (3).
5. extra-high pressure converter station steel framed bent according to claim 4 adds the concrete fireproof wall mixed structure valve Room, feature
It is：There is stiffener (8) to be welded on valve Room steel column (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721790361.6U CN207714828U (en) | 2017-12-20 | 2017-12-20 | Extra-high pressure converter station steel framed bent adds the concrete fireproof wall mixed structure valve Room |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721790361.6U CN207714828U (en) | 2017-12-20 | 2017-12-20 | Extra-high pressure converter station steel framed bent adds the concrete fireproof wall mixed structure valve Room |
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| Publication Number | Publication Date |
|---|---|
| CN207714828U true CN207714828U (en) | 2018-08-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721790361.6U Active CN207714828U (en) | 2017-12-20 | 2017-12-20 | Extra-high pressure converter station steel framed bent adds the concrete fireproof wall mixed structure valve Room |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114604378A (en) * | 2022-03-17 | 2022-06-10 | 中国能源建设集团广东省电力设计研究院有限公司 | Valve hall structure system of offshore converter station |
-
2017
- 2017-12-20 CN CN201721790361.6U patent/CN207714828U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114604378A (en) * | 2022-03-17 | 2022-06-10 | 中国能源建设集团广东省电力设计研究院有限公司 | Valve hall structure system of offshore converter station |
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