CN206256367U - A kind of steel ripple slab arch bridge sidewall structure - Google Patents
A kind of steel ripple slab arch bridge sidewall structure Download PDFInfo
- Publication number
- CN206256367U CN206256367U CN201621007101.2U CN201621007101U CN206256367U CN 206256367 U CN206256367 U CN 206256367U CN 201621007101 U CN201621007101 U CN 201621007101U CN 206256367 U CN206256367 U CN 206256367U
- Authority
- CN
- China
- Prior art keywords
- prefabricated section
- section wall
- wall brick
- side wall
- concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model is related to bridge construction field, more particularly to a kind of steel ripple slab arch bridge sidewall structure.The utility model includes several concrete foundation piers, wherein the concrete foundation pier of both sides is connected with the side wall basis on the outside of it respectively, there is steel ripple arch ring between two concrete foundation piers of arbitrary neighborhood, the two ends of steel ripple arch ring are fixed on concrete foundation pier by concrete, connected by plain concrete between two adjacent steel ripple arch rings, and plain concrete is arranged on concrete foundation pier, prefabricated section wall is piled up on the basis of side wall, prefabricated section wall is piled up to form side wall, connected by concrete layer between side wall and steel ripple arch ring, side wall top is provided with side wall and bears down on one, side wall sets railing above bearing down on one, road surface is the following is compacted fill layer, if laying dried layer GSZ in compacted fill layer, the utility model simple structure, connect and realize the firm of wall by the cooperation and pin rod of different shape dry wall block.
Description
Technical field
The utility model is related to road and bridge building field, more particularly to a kind of steel ripple slab arch bridge sidewall structure.
Background technology
Load on arch bridge bridge floor is transferred on major bearing structures main arch ring or abutment foundation by filler soil, due to
Filler soil is graininess, it is necessary to be gone along with sb. to guard him using mortar flag stone or cemented rock in both sides.Grout piece or cemented rock only
Can by concrete conglutination, it is this be bonded in stress it is big when cracking occurs.
The utility model provides a kind of simple structure, and the firm of wall is realized in the cooperation turned by different shape prefabricated section wall
Connection.
Utility model content
To achieve the above object, the utility model provides following technical scheme:A kind of steel ripple slab arch bridge sidewall structure, its
It is characterised by, including several concrete foundation piers, wherein the concrete foundation pier of both sides is basic with the side wall on the outside of it respectively is connected, arbitrary neighborhood
The two ends for having steel ripple arch ring, steel ripple arch ring between two concrete foundation piers are fixed on concrete foundation pier by concrete, adjacent two
Connected by plain concrete between steel ripple arch ring, and plain concrete is arranged on concrete foundation pier, and prefabricated section is piled up on the basis of side wall
Wall, prefabricated section wall is piled up to form side wall, is connected by concrete layer between side wall and steel ripple arch ring, and side wall top is set
There is side wall to bear down on one, side wall top of bearing down on one sets railing, and road surface is the following is compacted fill layer, if it is native to lay dried layer in compacted fill layer
Work grid.
Specifically, the prefabricated section wall by the first prefabricated section wall brick, the second prefabricated section wall brick, the 3rd prefabricated section wall brick,
4th prefabricated section wall brick cooperates and constitutes;
First prefabricated section wall brick, the 4th prefabricated section wall brick are integrally rectangle, and two ends are raised to both sides, and intermediate recess is formed
Groove;
Second prefabricated section wall brick, the 3rd prefabricated section wall brick are integrally trapezoidal, and wherein one end is raised to both sides;3rd prefabricated section
The raised projection with the 4th prefabricated section wall brick one end of wall brick one end is stuck in the groove of the first prefabricated section wall brick,
The raised projection with first prefabricated section wall brick one end of second prefabricated section wall brick one end is stuck in the 4th prefabricated section wall brick
Groove in;
First prefabricated section wall brick, the second prefabricated section wall brick, between the 3rd prefabricated section wall brick, the 4th prefabricated section wall brick by mixed
Solidifying soil layer carries out adhesion;
First prefabricated section wall brick two ends are each provided with 2 pin rod connecting holes, have strip to fill out in the middle of the first prefabricated section wall brick
Hole is built, second prefabricated section wall brick one end is correspondingly arranged 2 pin rod connecting holes, and the 3rd prefabricated section wall brick one end is provided with 2 pin rods
Connecting hole, the 4th prefabricated section wall brick two ends are oppositely arranged 2 strips and fill hole, the 4th prefabricated section wall brick middle setting 4 pin
Rod connecting hole, each pin rod connecting hole rectangular array is set, the first prefabricated section wall brick, the second prefabricated section wall brick, the 3rd prefabricated section
Wall brick, the 4th prefabricated section wall brick set textured exposed to the outer surface of air.
From in terms of arch bridge section, described three layers of prefabricated section wall of laying constitute side wall, and bottom prefabricated section wall is most wide, and middle level is pre-
Clamp dog wall takes second place, and top layer prefabricated section wall is most narrow.
The utility model is realized the firm connection of side wall by the cooperation of different shape prefabricated section wall brick, strengthens the anti-of side wall
Extruding, impact resistance, while the decorative pattern on prefabricated section wall brick also enhances its landscape effect.
Brief description of the drawings
Fig. 1 is a kind of steel ripple slab arch bridge sidewall structure of the utility model.
In Fig. 1:1- prefabricated sections wall, 2- concretes foundation pier, 3- side walls basis, 4- steel ripples arch ring, 5- concrete layers, 6- side walls
Bear down on one, 7- railings, 17- plain concretes.
Fig. 2 is a kind of sectional view of steel ripple slab arch bridge sidewall structure of the utility model
In Fig. 2:1- prefabricated sections wall, 4- side walls basis, 6- side walls bear down on one, 7- railings, 8- road surfaces, 9- compacted fills layer,
10- GSZs.
Fig. 3 is a kind of combining structure of the prefabricated section wall of steel ripple slab arch bridge sidewall structure of the utility model.
In Fig. 3:11- pin rods connecting hole, 12- fill the first prefabricated sections of hole 13- wall brick, the second prefabricated sections of 14- wall brick, 15-
3rd prefabricated section wall brick, the prefabricated section wall bricks of 16- the 4th.
Specific embodiment
The utility model is done in detail below in conjunction with a kind of accompanying drawing of steel ripple slab arch bridge sidewall structure of the utility model
Explanation.A kind of steel ripple slab arch bridge sidewall structure, it is characterised in that including several concrete foundation piers 2, wherein the concrete base of both sides
Pier 2 is connected with the side wall basis 3 on the outside of it respectively, there is steel ripple arch ring 4, steel ripple arch ring 4 between two concrete foundation piers 2 of arbitrary neighborhood
Two ends be fixed on concrete foundation pier 2 by concrete, connected by plain concrete 17 between two adjacent steel ripple arch rings 4,
And plain concrete 17 is arranged on concrete foundation pier 2, prefabricated section wall 1 is piled up on side wall basis 3, prefabricated section wall 1 is piled up to form side
Wall, is connected between side wall and steel ripple arch ring 4 by concrete layer 5, and side wall top is provided with side wall and bears down on one 6, and side wall bears down on one on 6
Side sets railing 7, and road surface 8 is the following is compacted fill layer 9, if laying dried layer GSZ 10 in compacted fill layer 9.
The prefabricated section wall 1 by the first prefabricated section wall brick 13, the second prefabricated section wall brick 14, the 3rd prefabricated section wall brick 15,
4th prefabricated section wall brick 16 cooperates and constitutes,
First prefabricated section wall brick 13, the 4th prefabricated section wall brick 16 are overall to be rectangle, and two ends are raised to both sides, intermediate recess
Form groove;
Second prefabricated section wall brick 14, the 3rd prefabricated section wall brick 15 are overall trapezoidal, and wherein one end is raised to both sides;
The raised projection with the one end of the 4th prefabricated section wall brick 16 of the one end of the 3rd prefabricated section wall brick 15 is stuck in the first prefabricated section
In the groove of wall brick 13,
The raised projection with the one end of the first prefabricated section wall brick 13 of the one end of the second prefabricated section wall brick 14 is stuck in the 4th prefabricated section
In the groove of wall brick 16;
First prefabricated section wall brick 13, the second prefabricated section wall brick 14, the 3rd prefabricated section wall brick 15, the 4th prefabricated section wall brick 16 it
Between adhesion is carried out by concrete layer;
The two ends of first prefabricated section wall brick 13 are each provided with 2 pin rod connecting holes 11, have length in the middle of the first prefabricated section wall brick 13
Strip fills hole 12, and the one end of the second prefabricated section wall brick 14 is correspondingly arranged 2 pin rod connecting holes 11, the one end of the 3rd prefabricated section wall brick 15
2 pin rod connecting holes 11 are provided with, the two ends of the 4th prefabricated section wall brick 16 are oppositely arranged 2 strips and fill hole 12, and the 4th is prefabricated
16 middle setting of block wall brick, 4 pin rod connecting holes 11, each rectangular array of pin rod connecting hole 11 is set, the first prefabricated section wall brick
13rd, the second prefabricated section wall brick 14, the 3rd prefabricated section wall brick 15, the 4th prefabricated section wall brick 16 are provided with exposed to the outer surface of air
Texture.
From in terms of arch bridge section, three layers of prefabricated section wall 1 of laying constitute side wall, and bottom prefabricated section wall is most wide, and middle level is prefabricated
Block wall takes second place, and top layer prefabricated section wall is most narrow.
Cooperated with 4 kinds of different prefabricated section wall bricks and constitute prefabricated section wall 1, prefabricated section wall 1 is on side wall basis 3
Pile up side wall, prefabricated section wall brick pin rod through pin rod hole 11, fill hole 12 and connect, pin rod hole 11, fill between hole 12 and pin rod
Gap filled with mortar, make prefabricated section wall brick Liancheng entirety, strengthen its stress-bearing capability, prefabricated section wall brick one side outwardly sets
Decorative pattern is equipped with, the overall appearance of side wall is increased.
By rammed earth for building in side wall, below road surface, compacted fill layer is formed, increase the shock resistance of side wall, resist and squeeze
Pressure energy power.
Claims (2)
1. a kind of steel ripple slab arch bridge sidewall structure, it is characterised in that including several concrete foundation piers (2), wherein the concrete base of both sides
Pier (2) is connected with side wall basis (3) on the outside of it respectively, has steel ripple arch ring (4), steel between two concrete foundation piers (2) of arbitrary neighborhood
The two ends of ripple arch ring (4) are fixed on concrete foundation pier (2) by concrete, are passed through between two adjacent steel ripples arch ring (4)
Plain concrete (17) is connected, and plain concrete (17) is arranged on concrete foundation pier (2), and prefabricated section wall is piled up on side wall basis (3)
(1), prefabricated section wall (1) is piled up to form side wall, is connected by concrete layer (5) between side wall and steel ripple arch ring (4), side wall
Top is provided with side wall and bears down on one (6), side wall bear down on one (6) top set railing (7), road surface (8) the following is compacted fill layer (9),
Compacted fill layer (9) is if interior lay dried layer GSZ (10).
2. a kind of steel ripple slab arch bridge prefabricated section wall body structure according to claim 1, it is characterised in that:The prefabricated section
Wall (1) is by the first prefabricated section wall brick (13), the second prefabricated section wall brick (14), the 3rd prefabricated section wall brick (15), the 4th prefabricated section
Wall brick (16) cooperate composition, the first prefabricated section wall brick (13), the 4th prefabricated section wall brick (16) integrally is rectangle, two ends to
Both sides are raised, and intermediate recess forms groove;Second prefabricated section wall brick (14), the 3rd prefabricated section wall brick (15) are overall trapezoidal, its
Middle one end is raised to both sides;
The raised projection with the 4th prefabricated section wall brick (16) one end of the 3rd prefabricated section wall brick (15) one end is stuck in the first prefabricated section
In the groove of wall brick (13), the raised card of raised and first prefabricated section wall brick (13) one end of second prefabricated section wall brick (14) one end
In the groove of the 4th prefabricated section wall brick (16);
First prefabricated section wall brick (13), the second prefabricated section wall brick (14), the 3rd prefabricated section wall brick (15), the 4th prefabricated section wall brick
(16) adhesion is carried out by concrete layer between;
First prefabricated section wall brick (13) two ends are each provided with 2 pins rod connecting hole (11), have in the middle of the first prefabricated section wall brick (13)
Strip fills hole (12), and second prefabricated section wall brick (14) one end is correspondingly arranged 2 pins rod connecting hole (11), the 3rd prefabricated section wall
Brick (15) one end is provided with 2 pins rod connecting hole (11), and the 4th prefabricated section wall brick (16) two ends are oppositely arranged 2 strips and fill
Hole (12).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621007101.2U CN206256367U (en) | 2016-08-29 | 2016-08-29 | A kind of steel ripple slab arch bridge sidewall structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621007101.2U CN206256367U (en) | 2016-08-29 | 2016-08-29 | A kind of steel ripple slab arch bridge sidewall structure |
Publications (1)
Publication Number | Publication Date |
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CN206256367U true CN206256367U (en) | 2017-06-16 |
Family
ID=59023885
Family Applications (1)
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CN201621007101.2U Expired - Fee Related CN206256367U (en) | 2016-08-29 | 2016-08-29 | A kind of steel ripple slab arch bridge sidewall structure |
Country Status (1)
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CN (1) | CN206256367U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111101446A (en) * | 2019-12-29 | 2020-05-05 | 正平路桥建设股份有限公司 | Construction method of soil-covered corrugated steel plate bridge |
-
2016
- 2016-08-29 CN CN201621007101.2U patent/CN206256367U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111101446A (en) * | 2019-12-29 | 2020-05-05 | 正平路桥建设股份有限公司 | Construction method of soil-covered corrugated steel plate bridge |
CN111101446B (en) * | 2019-12-29 | 2021-07-16 | 正平路桥建设股份有限公司 | Construction method of soil-covered corrugated steel plate bridge |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170616 Termination date: 20200829 |
|
CF01 | Termination of patent right due to non-payment of annual fee |