CN208055856U - Double arched door formula bridge pier structures - Google Patents
Double arched door formula bridge pier structures Download PDFInfo
- Publication number
- CN208055856U CN208055856U CN201820492706.8U CN201820492706U CN208055856U CN 208055856 U CN208055856 U CN 208055856U CN 201820492706 U CN201820492706 U CN 201820492706U CN 208055856 U CN208055856 U CN 208055856U
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- Prior art keywords
- crossbeam
- bridge pier
- arched door
- door formula
- formula bridge
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Abstract
The utility model discloses a pair of arched door formula bridge pier structures, including pier shaft and foundation structure, the pier shaft is arranged on the top of foundation structure, the pier shaft includes crossbeam and at least three columns, the crossbeam and column is integrally formed, between two adjacent columns inverted U-shaped is set as with crossbeam junction, group arched door formula bridge pier structure in pairs, the outside of two heel post of pier shaft is set as arc-shaped with crossbeam junction, the foundation structure includes pile foundation and cushion cap, and the cushion cap is arranged in pile foundation.The bridge pier structure small volume of the utility model, cost economic is handsome in appearance, and structural strength is big, can bear larger load.
Description
Technical field
The utility model is related to bridge technology field more particularly to a kind of double arched door formula bridge pier structures.
Background technology
In the construction of modern bridge, main bearing member of the bridge pier as bridge, to the whole landscape effect of bridge, bridge
The economy of beam or even the mechanical characteristic of bridge have larger impact.Large Span Bridges bridge pier will generally bear larger load,
Conventional bridge pier generally uses the wall pier structure of rectangular section, and the shortcomings that such bridge pier structure is that volume is larger, and moulding is single, shadow
The whole landscape effect of bridge is rung, economy is poor.
Those skilled in the art is dedicated to developing a kind of cost economic, can bear double arched door formula bridge piers of larger load
Structure.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of cost economics, can bear double arches of larger load
Gate-type bridge pier structure.
To realize the above-mentioned technical purpose, the utility model provides following technical solution：The double arches of one kind of the utility model
Gate-type bridge pier structure, including pier shaft and foundation structure, the pier shaft are arranged on the top of foundation structure, and the pier shaft includes
Crossbeam and at least three columns are set as inverted U-shaped with crossbeam junction between adjacent two columns, organize arch in pairs
The outside of gate-type bridge pier structure, two heel post of pier shaft is set as arc-shaped with crossbeam junction, the foundation structure
Including pile foundation and cushion cap, the cushion cap is arranged in pile foundation.
Further, the crossbeam and column are integrally formed.
Further, the column is rectangular section, and chamfering is arranged in the quadrangle of the column.
Further, the center side of the column is provided with trapezoidal groove.
Further, the column is provided with rounded corners with crossbeam intersection.
Further, bearing is set on the crossbeam, and the position of the bearing is corresponding with the position of column.
Further, Antivibration block is set on the crossbeam.
The beneficial effects of the utility model：
The utility model saves material due to said structure design, bridge pier structure small volume, reasonable design, cost economic
Material, handsome in appearance, structural strength is big, can bear larger load.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the Section A-A schematic diagram of the utility model；
Wherein, 1 pier shaft, 2 foundation structures, 3 crossbeams, 4 columns, 41 trapezoidal grooves, 5 pile foundations, 6 cushion caps, 7 bearings, 8 antidetonations gear
Block.
Specific implementation mode
The technique effect of the design of the utility model, concrete structure and generation is made furtherly below with reference to attached drawing
It is bright, to be fully understood from the purpose of this utility model, feature and effect.
Embodiment 1
A kind of double arched door formula bridge pier structures of the utility model, including pier shaft 1 and foundation structure 2.
The pier shaft 1 is arranged on the top of foundation structure 2, and the pier shaft 1 includes crossbeam 3 and three columns 4.
It is set as inverted U-shaped with 3 junction of crossbeam between two adjacent columns 4, organizes arched door formula bridge pier in pairs
Structure.
The outside of 1 liang of heel post 4 of pier shaft is set as arc-shaped with 3 junction of crossbeam, the foundation structure 2 packet
Pile foundation 5 and cushion cap 6 are included, the cushion cap 6 is arranged in pile foundation 5.
The crossbeam 3 and column 4 is integrally formed.
The column 4 is rectangular section.
Chamfering is arranged in the quadrangle of the column 4, and the chamfer dimesion described in the present embodiment is 0.3 × 0.3m.
The center side of the column 4 is provided with trapezoidal groove 41.
The column 4 is provided with rounded corners with 3 intersection of crossbeam.
Bearing 7 is set on the crossbeam 3, and the position of the bearing 7 is corresponding with the position of column 4.
Antivibration block 8 is set on the crossbeam 3, and the thickness of the Antivibration block 8 described in the present embodiment is 0.3m.
In addition, in addition to embodiment 1, in other embodiment, the number of the column may be four, five or more
It is more.
On the preferred embodiment of the utility model is described in detail.It should be appreciated that those skilled in the art
It according to the present utility model can conceive without creative work and make many modifications and variations.Therefore, all the art
Middle technical staff passes through logical analysis, reasoning, or a limited experiment on the basis of existing technology according to the design of the utility model
Available technical solution, all should be in the protection domain being defined in the patent claims.
Claims (8)
1. a kind of double arched door formula bridge pier structures, including pier shaft (1) and foundation structure (2), it is characterised in that：The pier shaft (1)
Top in foundation structure (2) is set, and the pier shaft (1) includes crossbeam (3) and at least three columns (4), adjacent two
It is set as inverted U-shaped with crossbeam (3) junction between the column (4), organizes arched door formula bridge pier structure in pairs, the pier shaft
The outside of (1) two heel post (4) is set as arc-shaped with crossbeam (3) junction, and the foundation structure (2) includes pile foundation (5)
With cushion cap (6), the cushion cap (6) is arranged in pile foundation (5).
2. double arched door formula bridge pier structures according to claim 1, it is characterised in that：The crossbeam (3) and column (4) be
It is integrally formed.
3. double arched door formula bridge pier structures according to claim 1, it is characterised in that：The column (4) is rectangular section.
4. double arched door formula bridge pier structures according to claim 1, it is characterised in that：The quadrangle of the column (4) is arranged
Chamfering.
5. double arched door formula bridge pier structures according to claim 1, it is characterised in that：The center side of the column (4)
It is provided with trapezoidal groove (41).
6. double arched door formula bridge pier structures according to claim 1, it is characterised in that：The column (4) and crossbeam (3) phase
Rounded corners are provided at friendship.
7. double arched door formula bridge pier structures according to claim 1, it is characterised in that：Bearing is set on the crossbeam (3)
(7), the position of the bearing (7) is corresponding with the position of column (4).
8. double arched door formula bridge pier structures according to any one of claims 1 to 7, it is characterised in that：On the crossbeam (3)
Antivibration block (8) is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820492706.8U CN208055856U (en) | 2018-04-09 | 2018-04-09 | Double arched door formula bridge pier structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820492706.8U CN208055856U (en) | 2018-04-09 | 2018-04-09 | Double arched door formula bridge pier structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208055856U true CN208055856U (en) | 2018-11-06 |
Family
ID=63984854
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820492706.8U Active CN208055856U (en) | 2018-04-09 | 2018-04-09 | Double arched door formula bridge pier structures |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208055856U (en) |
-
2018
- 2018-04-09 CN CN201820492706.8U patent/CN208055856U/en active Active
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| GR01 | Patent grant |