CN207933880U - A kind of road and bridge pier stake component of high stability - Google Patents
A kind of road and bridge pier stake component of high stability Download PDFInfo
- Publication number
- CN207933880U CN207933880U CN201820104516.4U CN201820104516U CN207933880U CN 207933880 U CN207933880 U CN 207933880U CN 201820104516 U CN201820104516 U CN 201820104516U CN 207933880 U CN207933880 U CN 207933880U
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- fixed
- pile
- column
- pier
- bridge
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- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The utility model is related to technical field of buildings,More specifically to a kind of road and bridge pier stake component of high stability,Including pile pile,Cushion cap column and pier cap beam,The cushion cap is fixed at the top of pile pile,The column is fixed at the top of cushion cap,The pier cap beam is fixed at the top of column,The pier cap beam surface is fixed with rubber support,It is fixed with sound panel at the top of the rubber support,Sound panel other end bottom is fixed with bracket,The bracket base is fixed with floor,The floor bottom is fixed with square base,The square base surface is fixed with recess hole,The pile pile,Cushion cap,Column and square base inner cavity are respectively and fixedly provided with reinforcing bar pillar,The utility model,Reasonable design is novel,The stability in bridge later stage,Its impact resistance,Corrosion resistance and anti-pressure ability are more satisfactory,The service life of bridge and the safe coefficient of practicality can effectively be increased,With higher practicability,It is suitble to be widely popularized and uses.
Description
Technical field
The utility model is related to a kind of road and bridge dependency structures, refer in particular to a kind of road and bridge pier stake group of high stability
Part belongs to technical field of buildings.
Background technology
Offshore petroleum resource is developed using the development mode of " marine oil on the land ", is a kind of economical, quick, effective
Approach first at sea builds man-made island and links the sea-going road of man-made island and land, seabed oil is then exploited on man-made island
Gas resource.Sea-going road includes trestle and two kinds of entity road form, and trestle has the characteristics that stream, small on marine environment influence, is long
The structure that must be used apart from sea-going road.
In offshore engineering, common trestle work structure has gravity pier base trestle work structure, pile foundation trestle work structure, bucket foundation stack
Bridge structure.Wherein gravity pier base trestle work structure durability is good, high capacity, but traditional gravity pier base trestle work structure requirement
Foundation is relatively good, is not suitable on soft soil foundation, while its cross-sectional area in water wave load that is big, therefore being subject to
Larger, especially in northern frost zone, the floating ice active force that is subject to will be very big, and this active force is by badly damaged gravity pier
Base trestle work structure shortens the service life of gravity pier base trestle work structure, for this purpose, it is proposed that a kind of road bridge of high stability
Beam pier stake component.
Utility model content
The utility model aim is to provide a kind of road and bridge pier of high stability for overcome the deficiencies in the prior art
Stake component, can effectively improve the stability in bridge later stage, and impact resistance, corrosion resistance and anti-pressure ability are relatively managed
Think, can effectively increase the service life of bridge and the safe coefficient of practicality.
In order to achieve the above objectives, the technical solution adopted in the utility model is：A kind of road and bridge pier stake of high stability
Component, including pile pile, cushion cap, column and pier cap beam, the cushion cap are fixed at the top of pile pile, and the column is fixed on cushion cap top
Portion, the pier cap beam are fixed at the top of column, and the pier cap beam surface is fixed with rubber support, the rubber support top
It is fixed with sound panel, sound panel other end bottom is fixed with bracket, and the bracket base is fixed with floor, the floor bottom
Portion is fixed with square base, and the square base surface is fixed with recess hole, in the pile pile, cushion cap, column and square base
Chamber is respectively and fixedly provided with reinforcing bar pillar.
As advanced optimizing for the technical program, a kind of road and bridge pier stake component institute of high stability of the utility model
The pile pile that pile pile is stainless steel is stated, and pile pile inner cavity is filling by concrete.
As advanced optimizing for the technical program, a kind of road and bridge pier stake component institute of high stability of the utility model
It states cushion cap, column and square base surface and has sprayed underwater paint.
As advanced optimizing for the technical program, a kind of road and bridge pier stake component institute of high stability of the utility model
State the sound panel that sound panel is specially cement pressure fiber.
Due to the application of the above technical scheme, the utility model has following advantages compared with prior art：
A kind of road and bridge pier stake component of high stability of the utility model, can be effective using double groups of pile piles
Increase the stability of bridge pier, and the pile pile that pile pile is stainless steel, and pile pile inner cavity is filling by concrete, service life compared with
It is long, it is not perishable, influenced by hydraulic impact smaller, and pier cap beam surface is fixed with rubber support, can be effective right
The body of a bridge plays the role of damping；It is fixed on pier coping portion using sound panel, after the completion of bridge floor is laid with by the later stage, can be played good
Noise reduction, avoid influencing the life of the neighbouring personnel in bridge bottom, sound panel is specially the sound panel of cement pressure fiber,
Cement pressure fiber be using siliceous, calcareous material as main material, be added plant fiber, by slurrying, copy take, pressurize, conserve and
At a kind of New Building Materials, have good soundproof effect, and hardness is higher, be hardly damaged by vibrations, Jin Er
While increasing bridge floor stability, the propagation of noise is reduced, it is more practical；The sound panel other side is supported using bracket,
Bridge is made using pile pile and square base are interspersed, and cushion cap, column and square base surface have sprayed underwater paint, it can be with
The effective stability for improving the bridge later stage, impact resistance, corrosion resistance and anti-pressure ability are more satisfactory, can be effective
Increase bridge service life and practicality safe coefficient.
Description of the drawings
Technical solutions of the utility model are described further below in conjunction with the accompanying drawings：
Attached drawing 1 is a kind of overall structure diagram of the road and bridge pier stake component of high stability of the utility model.
Attached drawing 2 is a kind of square base structural schematic diagram of the road and bridge pier stake component of high stability of the utility model.
Wherein：Pile pile 1, cushion cap 2, column 3, pier cap beam 4, rubber support 5, lateral sound panel 6, bracket 7, floor 8, side
Shape pedestal 9, recess hole 10, reinforcing bar pillar 11.
Specific implementation mode
Below in conjunction with the accompanying drawings and specific embodiment the utility model is described in further detail.
A kind of road and bridge pier stake component of high stability described in the utility model as shown in attached drawing 1-2, including pipe
Stake 1, cushion cap 2, column 3 and pier cap beam 4, the cushion cap 2 are fixed on 1 top of pile pile, and the column 3 is fixed on 2 top of cushion cap,
The pier cap beam 4 is fixed on 3 top of column, it is characterised in that：4 surface of the pier cap beam is fixed with rubber support 5, described
5 top of rubber support is fixed with sound panel 6, and 6 other end bottom of the sound panel is fixed with bracket 7, and 7 bottom of the bracket is fixed
There are floor 8,8 bottom of the floor to be fixed with square base 9,9 surface of the square base is fixed with recess hole 10, the pile pile
1, cushion cap 2, column 3 and 9 inner cavity of square base are respectively and fixedly provided with reinforcing bar pillar 11.
Wherein, the pile pile 1 is the pile pile of stainless steel, and 1 inner cavity of pile pile is filling by concrete.
Wherein, the cushion cap 2, column 3 and 9 surface of square base have sprayed underwater paint.
Wherein, the sound panel 6 is specially the sound panel of cement pressure fiber.
Cushion cap 2 is fixed using pile pile 1, and is fixed by 2 column 3 of cushion cap and pier cap beam 4, using double
Group pile pile can effectively increase the stability of bridge pier, and the pile pile that pile pile 1 is stainless steel, and 1 inner cavity of pile pile is filling by mixing
Solidifying soil, service life is longer, not perishable, is influenced by hydraulic impact smaller, and 4 surface of pier cap beam is fixed with rubber
Bearing 5 effectively can play the role of damping to the body of a bridge.
It is fixed on pier coping portion using sound panel 6, after the completion of bridge floor is laid with by the later stage, good noise reduction effect can be played
Fruit, it is specially the sound panel of cement pressure fiber, cement pressure to avoid the life for influencing personnel near bridge bottom, sound panel 6
Power fiber be using siliceous, calcareous material as main material, be added plant fiber, by slurrying, copy take, pressurize, conserve made of one
Kind New Building Materials, have good soundproof effect, and hardness is higher, are hardly damaged by vibrations, and then are increasing bridge
While face stability, the propagation of noise is reduced, it is more practical.
6 other side of sound panel is supported using bracket 7, using pile pile 1 and the interspersed making bridge of square base 9, and
And cushion cap 2, column 3 and 9 surface of square base have sprayed underwater paint, can effectively improve the stability in bridge later stage,
Impact resistance, corrosion resistance and anti-pressure ability are more satisfactory, can effectively increase bridge service life and practicality
Safe coefficient.
The specific application example that the above is only the utility model does not constitute the scope of protection of the utility model any limit
System.Any technical scheme formed by adopting equivalent transformation or equivalent replacement, all fall within the utility model rights protection scope it
It is interior.
Claims (4)
1. a kind of road and bridge pier stake component of high stability, including pile pile (1), cushion cap (2) column (3) and pier cap beam (4),
The cushion cap (2) is fixed at the top of pile pile (1), and the column (3) is fixed at the top of cushion cap (2), and the pier cap beam (4) is fixed
At the top of column (3), it is characterised in that：Pier cap beam (4) surface is fixed with rubber support (5), the rubber support (5)
Top is fixed with sound panel (6), and sound panel (6) other end bottom is fixed with bracket (7), and bracket (7) bottom is fixed
There are floor (8), floor (8) bottom to be fixed with square base (9), square base (9) surface is fixed with recess hole
(10), the pile pile (1), cushion cap (2), column (3) and square base (9) inner cavity are respectively and fixedly provided with reinforcing bar pillar (11).
2. a kind of road and bridge pier stake component of high stability according to claim 1, it is characterised in that：The pile pile
(1) it is the pile pile of stainless steel, and pile pile (1) inner cavity is filling by concrete.
3. a kind of road and bridge pier stake component of high stability according to claim 1, it is characterised in that：The cushion cap
(2), column (3) and square base (9) surface have sprayed underwater paint.
4. a kind of road and bridge pier stake component of high stability according to claim 1, it is characterised in that：The sound panel
(6) be specially cement pressure fiber sound panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820104516.4U CN207933880U (en) | 2018-01-22 | 2018-01-22 | A kind of road and bridge pier stake component of high stability |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820104516.4U CN207933880U (en) | 2018-01-22 | 2018-01-22 | A kind of road and bridge pier stake component of high stability |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207933880U true CN207933880U (en) | 2018-10-02 |
Family
ID=63649840
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820104516.4U Expired - Fee Related CN207933880U (en) | 2018-01-22 | 2018-01-22 | A kind of road and bridge pier stake component of high stability |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207933880U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109989333A (en) * | 2019-02-19 | 2019-07-09 | 中国建筑第八工程局有限公司 | Fashioned iron trestle work structure and its installation method for concrete horizontal support |
| CN111794071A (en) * | 2020-07-06 | 2020-10-20 | 上海崇明水利工程有限公司 | Water conservancy bridge structure |
| CN112343080A (en) * | 2020-10-22 | 2021-02-09 | 湖北中建昌龙建筑技术有限公司 | Reinforcement structure based on old plant infrastructure and construction method |
-
2018
- 2018-01-22 CN CN201820104516.4U patent/CN207933880U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109989333A (en) * | 2019-02-19 | 2019-07-09 | 中国建筑第八工程局有限公司 | Fashioned iron trestle work structure and its installation method for concrete horizontal support |
| CN111794071A (en) * | 2020-07-06 | 2020-10-20 | 上海崇明水利工程有限公司 | Water conservancy bridge structure |
| CN112343080A (en) * | 2020-10-22 | 2021-02-09 | 湖北中建昌龙建筑技术有限公司 | Reinforcement structure based on old plant infrastructure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181002 Termination date: 20190122 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |