CN205576872U - Tower water inlet structure of power station bank convenient to construction - Google Patents
Tower water inlet structure of power station bank convenient to construction Download PDFInfo
- Publication number
- CN205576872U CN205576872U CN201620357780.XU CN201620357780U CN205576872U CN 205576872 U CN205576872 U CN 205576872U CN 201620357780 U CN201620357780 U CN 201620357780U CN 205576872 U CN205576872 U CN 205576872U
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- pier
- keyway
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- dividing
- vertical support
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- 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
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
The utility model discloses a construction structures, especially a tower water inlet structure of power station bank convenient to construction. The utility model provides a can improve the tower power station water inlet structure of bank of efficiency of construction, include gate pier, dividing pier, indulge mound and trash rack frame, the dividing pier is all connected on the gate pier with indulging to prop, its characterized in that is installed on the gate pier through the dividing pier with indulging to prop to the trash rack frame: be provided with on the gate pier to indulge and prop the keyway and follow highly continuous dividing pier keyway, it all is provided with the embedded bar in keyway and the dividing pier keyway to indulge to prop, indulge prop pour indulge prop the keyway on, the dividing pier is pour on the dividing pier keyway. Reserve propping the keyway from north to south and following highly continuous dividing pier keyway of reasonable shape on the gate pier concrete, can guarantee the two back interconnect's that independently is under construction of trash rack frame and gate pier structure safety, simultaneously, indulge and prop and follow highly continuous dividing pier and can pour together with the trash rack frame that corresponds the position, effectively improve the efficiency of construction from this.
Description
Technical field
This utility model relates to a kind of constructing structure, a kind of power station bank tower intake structure being easy to construction.
Background technology
Bank tower power station water inlet structure includes fence frame and gate pier, and the independent vertical support one by one of many employings therebetween connects.Block dirt
Face, grid framework storehouse is little, reinforcing bar and embedded part many, and concreting can only use tower crane to put in storage, so its face, storehouse prepares and pours
Speed is all had to the slowest.If fence frame and gate pier rise simultaneously, certainly will be able to not water inlet be put into operation on schedule.
Therefore on-the-spot the two independent construction that uses, gate pier quickening rises, and reserved tub template vertical support keyway on gate pier, after trash rack pier more
Row is linked as entirety the most therewith.
Along with the fast development of Waterpower Resources Development cause in recent years, numerous water power hydraulic engineerings large-scale, super-huge are repaiied
Build or the completeest build.Its bank tower power station water inlet is larger, height even more than 100m, and is positioned at high earthquake territory, because of
This, fence frame connects in addition to using the vertical support of design in the past with gate pier, also increases some along height continuous print dividing pier, warp
Support is indulged in computational analysis, dividing pier and pier concrete connecting portion are the key position that stress is bigger, this give on-the-spot fence frame with
Gate pier separately construction brings certain difficulty, and wooden model complex procedures torn open by keyway, for ensureing the structural safety of water inlet, construction
Quality and progress, need according to Engineering Design Characteristics explore economical rationality rapid construction structure.
Utility model content
Technical problem to be solved in the utility model be to provide a kind of improve efficiency of construction be easy to construction power station bank tower
Water inlet structure.
This utility model solves the bank tower power station water inlet constructing structure that its technical problem is used, and including gate pier, dividing pier, indulges
Pier and fence frame, described dividing pier and vertical support are both connected on gate pier, and described fence frame is arranged on by dividing pier and vertical support
On gate pier, it is characterised in that: it is provided with vertical support keyway on described gate pier and along height continuous print dividing pier keyway, described vertical support keyway
Be provided with embedded bar in dividing pier keyway, described vertical support is cast on vertical support keyway, and described dividing pier is cast on dividing pier keyway.
Further, it is provided with non-dismantling formwork in described vertical support keyway and dividing pier keyway.
Further, the rectangular trapezoidal shape in longitudinal section of described vertical support keyway, the hypotenuse of right-angled trapezium is positioned at top, position, base
In gate pier surface, deckle is positioned at inside gate pier.
Further, in right-angled trapezium, angle is 30～85 °.
Further, vertical support keyway embeds pier concrete 1.0～1.5m.
Further, dividing pier keyway embeds pier concrete 1.0～1.5m.
The beneficial effects of the utility model are: reserve the vertical support keyway of Reasonable Shape on pier concrete and along height continuous print dividing pier
Keyway, it is ensured that interconnective structural safety after fence frame and both gate piers independent construction, meanwhile, vertical support and edge are high
Degree continuous print dividing pier can pour together with the fence frame of corresponding position, is thus effectively improved efficiency of construction.Keyway position is adopted
With non-dismantling formwork, save the operation originally tearing wooden model open, and reinforcing bar directly may pass through non-dismantling formwork, not only constructs simple and convenient,
And can guarantee that construction quality.Vertical support keyway is designed as right-angled trapezium, utilizes the Gravitative Loads principle of cast-in-place concrete, backfills embedding
The concrete entered is prone to vibrate, and pours closely knit, leaves no gaps, and makes vertical support be connected firmly with pier concrete.
Accompanying drawing explanation
Fig. 1 is side grain figure of the present utility model；
Fig. 2 is sectional elevation schematic diagram of the present utility model；
Fig. 3 is vertical support keyway vertical section schematic diagram.
Fig. 4 is vertical support keyway schematic cross section.
Fig. 5 is partition wall keyway vertical section schematic diagram.
Fig. 6 is partition wall keyway schematic cross section.
Figure is labeled as: gate pier 1, dividing pier 2, vertical support 3, non-dismantling formwork 4, vertical support keyway 5, embedded bar 6, trash rack
Framework 7, gate pier body structure surface steel mesh reinforcement 8, dividing pier keyway 9.
Detailed description of the invention
The utility model is described in further detail below in conjunction with the accompanying drawings.
As it is shown in figure 1, this utility model includes gate pier 1, dividing pier 2, vertical pier and fence frame 7, described dividing pier 2 and vertical support
3 are both connected on gate pier 1, and described fence frame 7 is arranged on gate pier 1 by dividing pier 2 and vertical support 3, described gate pier 1
On be provided with vertical support keyway 5 and along height continuous print dividing pier keyway 9, be provided with in described vertical support keyway 5 and dividing pier keyway 9
Embedded bar 6, described vertical support 3 is cast on vertical support keyway 5, and described dividing pier 2 is cast on dividing pier keyway 9.Said structure
Can accelerate the construction speed of bank tower power station water inlet, fence frame 7 and both gate piers 1 independent construction, vertical support 3 and edge are high
Degree continuous print dividing pier 2 pours together with the fence frame 7 of corresponding position.Gate pier 1 concrete is accelerated to rise, gate pier 1 coagulation
Reserving the vertical support keyway 5 of Reasonable Shape on soil and along height continuous print dividing pier keyway 9, after fence frame 7, row is linked as the most therewith
Overall.This structure not only can ensure that intensity, it is also possible to improves efficiency of construction.
Due to the existence of existing gate pier body structure surface steel mesh reinforcement 8, vertical support keyway 5 and dividing pier keyway 9 embed gate pier 1 and are
1.0～1.5m, it is ensured that fully the vibrating of vertical support keyway 5 and dividing pier keyway 9 inner concrete in follow-up connection pours, and every
Pier 2, the stress safety of vertical support 3.Vertical support keyway 5 and dividing pier keyway 9 position use non-dismantling formwork 4, and non-dismantling formwork 4 utilizes steel
It is reinforced fixing process by muscle, dividing pier 2 pre-buried in saving the operation originally tearing plank sheathing open, and gate pier 1 concrete,
The vertical longitudinal embedded bar 6 of support 3 directly may pass through non-dismantling formwork 4, not only constructs simple and convenient, and can guarantee that construction quality.
Dividing pier 2 design is upwards to arrive bank tower power station water inlet top continuously, and therefore its dividing pier keyway 9 is also upwards to arrive gate pier 1 continuously
TOC.Vertical support keyway 5 is designed as right-angled trapezium, trapezoidal interior angle 30～85 °, utilize cast-in-place concrete from recast
By principle, when concreting is close to vertical support keyway 5 top, the concrete that backfill embeds is easier to shake than horizontal plane on inclined-plane
Smash, be more easy to pour closely knit, leave no gaps, make vertical support 3 be connected firmly with pier concrete 1.
This utility model can fully ensure that construction quality and progress, simple, quick, warp of constructing under conditions of meeting structural safety
Ji.It is particularly well-suited in the bank tower power station water inlet construction being provided with vertical support 3, dividing pier 2 of complexity.
Claims (6)
1. it is easy to the power station bank tower intake structure of construction, including gate pier (1), dividing pier (2), vertical pier and fence frame
(7), described dividing pier (2) and vertical support (3) are both connected on gate pier (1), and described fence frame (7) passes through dividing pier (2)
It is arranged on gate pier (1) with vertical support (3), it is characterised in that: it is provided with vertical support keyway (5) and edge on described gate pier (1)
Highly continuous print dividing pier keyway (9), is provided with embedded bar (6) in described vertical support keyway (5) and dividing pier keyway (9),
Described vertical support (3) is cast on vertical support keyway (5), and described dividing pier (2) is cast on dividing pier keyway (9).
It is easy to the power station bank tower intake structure of construction the most as claimed in claim 1, it is characterised in that: described vertical support key
It is provided with non-dismantling formwork (4) in groove (5) and dividing pier keyway (9).
It is easy to the power station bank tower intake structure of construction the most as claimed in claim 1, it is characterised in that: described vertical support key
The rectangular trapezoidal shape in longitudinal section of groove (5), the hypotenuse of right-angled trapezium is positioned at top, and base is positioned at gate pier (1) surface, deckle
It is positioned at gate pier (1) internal.
It is easy to the power station bank tower intake structure of construction the most as claimed in claim 3, it is characterised in that: in right-angled trapezium
Angle is 30～85 °.
It is easy to the power station bank tower intake structure of construction the most as claimed in claim 1, it is characterised in that: vertical support keyway (5)
Embed gate pier (1) concrete 1.0～1.5m.
It is easy to the power station bank tower intake structure of construction the most as claimed in claim 1, it is characterised in that: dividing pier keyway (9)
Embed gate pier (1) concrete 1.0～1.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620357780.XU CN205576872U (en) | 2016-04-26 | 2016-04-26 | Tower water inlet structure of power station bank convenient to construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620357780.XU CN205576872U (en) | 2016-04-26 | 2016-04-26 | Tower water inlet structure of power station bank convenient to construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205576872U true CN205576872U (en) | 2016-09-14 |
Family
ID=56860330
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620357780.XU Active CN205576872U (en) | 2016-04-26 | 2016-04-26 | Tower water inlet structure of power station bank convenient to construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205576872U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951575A (en) * | 2018-07-25 | 2018-12-07 | 中国电建集团华东勘测设计研究院有限公司 | Improve the intake tower of trash rack section and the longitudinally connected intensity of gate well section |
| CN113089564A (en) * | 2021-04-20 | 2021-07-09 | 中国水利水电建设工程咨询北京有限公司 | Construction method of heat preservation quilt of hydraulic building with complex shape |
-
2016
- 2016-04-26 CN CN201620357780.XU patent/CN205576872U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951575A (en) * | 2018-07-25 | 2018-12-07 | 中国电建集团华东勘测设计研究院有限公司 | Improve the intake tower of trash rack section and the longitudinally connected intensity of gate well section |
| CN113089564A (en) * | 2021-04-20 | 2021-07-09 | 中国水利水电建设工程咨询北京有限公司 | Construction method of heat preservation quilt of hydraulic building with complex shape |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |