CN208395854U - A kind of modified truss-like retaining wall structure - Google Patents
A kind of modified truss-like retaining wall structure Download PDFInfo
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- CN208395854U CN208395854U CN201820860071.2U CN201820860071U CN208395854U CN 208395854 U CN208395854 U CN 208395854U CN 201820860071 U CN201820860071 U CN 201820860071U CN 208395854 U CN208395854 U CN 208395854U
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- column
- retaining wall
- lower edge
- truss
- pile foundation
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Abstract
The utility model discloses a kind of modified truss-like retaining wall structures, it is characterised in that it includes tiltedly pile foundation, top beam, top plate, backfill the back-pressure soil body, cushion cap bottom plate after pile foundation, tension before web grider, horizontal web grider, the column that winds up, lower edge column, breast boards, brace, lateral coupling beam, apron piece, compression.The modified truss-like retaining wall structure of the utility model, main body force structure using truss as retaining wall, traditional barricade is changed into tension, laminated structure system by curved structural system, can achieve the intensity for making full use of material, and then achievees the purpose that reduce project cost.
Description
Technical field
The utility model relates to building field more particularly to a kind of modified truss-like retaining wall structures.
Background technique
For high roadbed barricade since cost is too high, difficulty of construction is larger, is always one of the problem in slope project.With me
State's construction scale increases, and quantity, height, the complexity of fill retaining are all increasing, forms a large amount of complicated high roadbed
Slope project, especially for the vertical side slope high roadbed project situation in no slope space.In this case, traditional embankment
Method for protecting support is no longer satisfied engine request, needs to introduce more reasonable new technology.
Utility model content
Problem to be solved in the utility model is the safety of material made full use of with structure, and the utility model mainly solves
Certainly the technical issues of, is to provide a kind of modified truss-like retaining wall structure.
Specific technical solution is accomplished by a kind of modified truss-like retaining wall structure, including oblique web grider, horizontal web grider,
It winds up before column, lower edge column, breast boards, brace, lateral coupling beam, apron piece, compression pile foundation, top after pile foundation, tension
Beam, top plate, backfill the back-pressure soil body, cushion cap bottom plate, the oblique web grider frame is in winding up between column and lower edge column, the horizontal abdomen
Beam, which is vertically erected at, to wind up between column and lower edge column, and the column that winds up is close to breast boards, and the lower edge column is located at new
On the left of type truss-like retaining wall, the breast boards is tightly attached to the backfill back-pressure soil body, and the brace anchors into the backfill back-pressure soil body, institute
It states lateral coupling beam and is erected at and wind up between column lower part and lower edge column lower part, the apron piece and wind up column and lower edge column
Connection, and cushion cap bottom plate is arranged in fill section in apron piece, pile foundation inclination is connected to below apron piece before the compression, described
Pile foundation is connected perpendicular to apron piece after tension, and the top beam is located at novel truss type retaining wall top, the top plate perpendicular to
Top beam connection.
Preferably, it is 45 ° that the oblique web grider and horizontal web grider, which set up angulation,.
Preferably, the spacing of wind up column and the lower edge column is 3.5m.
The modified truss-like retaining wall structure of the utility model, the main body force structure using truss as retaining wall,
Traditional barricade is changed into tension, laminated structure system by curved structural system, can achieve the intensity for making full use of material, in turn
Achieve the purpose that reduce project cost.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model embodiment.
Column, 4- lower edge column, 5- breast boards, 6- the label in accompanying drawing is: the oblique web grider of 1-, the horizontal web grider of 2-, 3- wind up
Pile foundation, 11- top beam, 12- top plate, 13- after brace, 7- transverse direction coupling beam, 8- apron piece, 9- compression preceding pile foundation, 10- tension
Backfill the back-pressure soil body, 14- cushion cap bottom plate.
Specific embodiment
The preferred technical solution of the utility model is described further with reference to the accompanying drawings and examples.
As shown in Figure 1, a kind of modified truss-like retaining wall structure, including oblique web grider 1, horizontal web grider 2, the column 3 that winds up,
Pile foundation 10, top beam after lower edge column 4, breast boards 5, brace 6, lateral coupling beam 7, apron piece 8, be pressurized preceding pile foundation 9, tension
11, top plate 12, backfill the back-pressure soil body 13, cushion cap bottom plate 14, oblique 1 frame of web grider in winding up between column 3 and lower edge column 4,
The horizontal web grider 2, which is vertically erected at, to wind up between column 3 and lower edge column 4, and the column 3 that winds up is close to breast boards 5, described
Lower edge column 4 is located on the left of novel truss type retaining wall, and the breast boards 5 is tightly attached to the backfill back-pressure soil body 13, the brace 6
The backfill back-pressure soil body 13 is anchored into, the transverse direction coupling beam 7 is erected between the lower part for the column 3 that winds up and the lower part of lower edge column 4, institute
State apron piece 8 with wind up column 33 and lower edge column 4 is connect, and cushion cap bottom plate 14 is arranged in fill section in apron piece 4, it is described by
The inclination of pile foundation 9 is connected to 8 lower section of apron piece before pressing, and pile foundation 10 is connected perpendicular to apron piece 8 after the tension, the top beam
11 are located at novel truss type retaining wall top, and the top plate 12 is connected perpendicular to top beam 11.
Preferably, it is 45 ° that the oblique web grider 1 and horizontal web grider 2, which set up angulation,.
Preferably, the spacing of wind up column 3 and the lower edge column 4 is 3.5m.
Preferred embodiments of the present invention above described embodiment only expresses, the description thereof is more specific and detailed,
But it should not be understood as limiting the scope of the patent of the utility model.It should be pointed out that for the common of this field
For technical staff, without departing from the inventive concept of the premise, several deformations can also be made, improves and substitutes, these are all
Belong to the protection scope of the utility model.Therefore, the scope of protection shall be subject to the appended claims for the utility model patent.
Claims (3)
1. a kind of modified truss-like retaining wall structure, which is characterized in that including oblique web grider, horizontal web grider, the column that winds up, lower edge
Pile foundation, top beam, top plate, backfill are anti-after pile foundation, tension before column, breast boards, brace, lateral coupling beam, apron piece, compression
Firming body, cushion cap bottom plate, in winding up between column and lower edge column, the horizontal web grider is vertically erected at the oblique web grider frame
Between string column and lower edge column, the column that winds up is close to breast boards, and the lower edge column is located at novel truss type retaining wall
Left side, the breast boards are tightly attached to the backfill back-pressure soil body, and the brace anchors into the backfill back-pressure soil body, and the transverse direction coupling beam is set up
Winding up between column lower part and lower edge column lower part, the apron piece with wind up column and lower edge column is connect, and apron piece
Cushion cap bottom plate is set in fill section, pile foundation inclination is connected to below apron piece before the compression, pile foundation after the tension
It is connected perpendicular to apron piece, the top beam is located at novel truss type retaining wall top, and the top plate is connected perpendicular to top beam.
2. modified truss-like retaining wall structure according to claim 1, it is characterised in that: the oblique web grider and level
It is 45 ° that web grider, which sets up angulation,.
3. modified truss-like retaining wall structure according to claim 1, it is characterised in that: column and the lower edge of winding up
The spacing of column is 3.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820860071.2U CN208395854U (en) | 2018-06-04 | 2018-06-04 | A kind of modified truss-like retaining wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820860071.2U CN208395854U (en) | 2018-06-04 | 2018-06-04 | A kind of modified truss-like retaining wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208395854U true CN208395854U (en) | 2019-01-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201820860071.2U Active CN208395854U (en) | 2018-06-04 | 2018-06-04 | A kind of modified truss-like retaining wall structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110295622A (en) * | 2019-07-10 | 2019-10-01 | 中冶南方工程技术有限公司 | A kind of trussed bent composite structure retaining wall |
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2018
- 2018-06-04 CN CN201820860071.2U patent/CN208395854U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110295622A (en) * | 2019-07-10 | 2019-10-01 | 中冶南方工程技术有限公司 | A kind of trussed bent composite structure retaining wall |
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