CN209179025U - A kind of brace type Steep Slope Embankment ruggedized construction - Google Patents
A kind of brace type Steep Slope Embankment ruggedized construction Download PDFInfo
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- CN209179025U CN209179025U CN201821771458.7U CN201821771458U CN209179025U CN 209179025 U CN209179025 U CN 209179025U CN 201821771458 U CN201821771458 U CN 201821771458U CN 209179025 U CN209179025 U CN 209179025U
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- steep slope
- ruggedized construction
- slope embankment
- brace type
- concrete
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Abstract
A kind of brace type Steep Slope Embankment ruggedized construction, including bracing reinforcement stake and concrete body；Bracing reinforcement stake is arranged at intervals on Steep Slope Embankment lower side, and concrete body setting is abutted against by versant with side slope body in bracing reinforcement stake top portion.The utility model, which has the advantage that, can effectively solve that Steep Slope Embankment is easy for construction, high-efficient, stability is good, quickly repair suitable for Steep Slope Embankment and rob logical engineering.
Description
Technical field
The utility model relates to geotechnical engineerings, in particular to Steep Slope Embankment ruggedized construction.
Background technique
Steep Slope Embankment engineering is mainly largely distributed in Southwestern China mountain area, and traditional Steep Slope Embankment is usually in the lower side of slopes
Reinforcing pile is set, in the upper side construction filling body of reinforcing pile.But due to the presence of steep slope topography, so that reinforcing pile is arranged
Depth is usually larger, while steep slope topography embankment body construction is very difficult, especially when cracking occurs in Steep Slope Embankment or collapses
How disease or after collapsing, quickly repair that rob logical Steep Slope Embankment be the technical problem for needing to solve, therefore proposes a kind of new
Steep Slope Embankment ruggedized construction is of great significance.
Utility model content
The purpose of this utility model is just to provide a kind of brace type Steep Slope Embankment ruggedized construction, and Steep Slope Embankment may make to apply
Work is convenient, high-efficient, stability is good, quickly repairs suitable for Steep Slope Embankment and robs logical engineering.
The purpose of this utility model is achieved in that a kind of brace type Steep Slope Embankment ruggedized construction, including bracing reinforcement
Stake and concrete body；Bracing reinforcement stake is arranged at intervals on Steep Slope Embankment lower side, and concrete body setting adds in support
Gu stake top portion resists side slope body by slope side.
In the present invention, upward support force is provided for concrete body using bracing reinforcement stake, make its not by
The influence of horizontal force, and then greatly reduce its setting section and length, and bear the lateral force of slopes indirectly；It utilizes
Concrete body has the characteristics that intensity is high, easy for construction, construction efficiency is high as Steep Slope Embankment structure.
By adopting the above-described technical solution, the utility model, which has the advantage that, can effectively solve Steep Slope Embankment construction
It is convenient, high-efficient, stability is good, quickly repaired suitable for Steep Slope Embankment and rob logical engineering.
Detailed description of the invention
The Detailed description of the invention of the utility model is as follows:
Fig. 1 is a kind of sectional schematic diagram of the utility model brace type Steep Slope Embankment ruggedized construction；
Fig. 2 is second of sectional schematic diagram of the utility model brace type Steep Slope Embankment ruggedized construction；
Fig. 3 is the third sectional schematic diagram of the utility model brace type Steep Slope Embankment ruggedized construction；
Fig. 4 is the 4th kind of sectional schematic diagram of the utility model brace type Steep Slope Embankment ruggedized construction.
In figure: 1. bracing reinforcement stakes；2. concrete body；3. side slope body；4. shear reinforcement net；5. connecting anchor.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples:
As shown in Figures 1 to 4, a kind of brace type Steep Slope Embankment ruggedized construction, including bracing reinforcement stake 1 and concrete structure
Body 2；Bracing reinforcement stake 1 is arranged at intervals on Steep Slope Embankment lower side, and concrete body 2 is arranged at 1 top of bracing reinforcement stake,
Side slope body 3 is resisted by slope side.
In the present invention, it is that concrete body 2 provides upward support force using bracing reinforcement stake 1, makes it not
It is influenced by horizontal force, and then greatly reduces its setting section and length, and resist the lateral force of side slope body 3；It utilizes
Concrete body 2 is used as Steep Slope Embankment structure, has the characteristics that intensity is high, easy for construction, construction efficiency is high.
It further, as shown in Figure 2 and Figure 4, further include shear reinforcement net 4, shear reinforcement net 4 is arranged in bracing reinforcement stake
1 contact position corresponding with 2 bottom of concrete body.When 2 thickness of concrete body is smaller, shear reinforcement net 4 is utilized
Enhance the shear resistance between bracing reinforcement stake 1 and concrete body 2；When 2 thickness of concrete body is general or larger,
The shear resistance between bracing reinforcement stake 1 and concrete body 2 can be further enhanced.
It further, as shown in Figure 3 and Figure 4, further include a connection anchor pole 5, connection anchor pole 5 is spaced one end and is arranged in side slope
In body 3, the other end is inserted into the concrete body 2 of outside.Using connection anchor pole 5 be concrete body 2 provide it is inside
Pulling force and upward support force, the advantageous effect by playing side slope body reach the stability of enhancing concrete body 2.
Further, concrete body 2 is that whole concrete pours building body or is hollow body structure.Whole concrete pours building body can
To guarantee in the case where there is enough hardness, rapid construction；Hollow body structure saves certain material, has while saving certain cost
There is biggish intensity.
Further, the depth that connection anchor pole 5 is inserted into side slope body 3 is not less than 4m, is inserted into the concrete body 2 of outside
Length be not less than 1.0m.
Further, bracing reinforcement stake 1 is cylindrical body, cube or other shapes.
Further, bracing reinforcement stake 1 is deposited reinforced concrete pile, can also be the reinforcing pile of other forms.Coagulation
Native bored concrete pile is a kind of pore-forming in place, concrete perfusion or armored concrete and manufactured stake.Cast-in-place concrete pile and sink to stake
In hammering method compare, construction noise and vibration are much smaller；The more stakes bigger than the diameter of prefabricated pile can be built；Variously
It can be used on base；The quality of construction quality influences the bearing capacity of stake very big.
Claims (7)
1. a kind of brace type Steep Slope Embankment ruggedized construction, it is characterised in that: including bracing reinforcement stake (1) and concrete body
(2)；Bracing reinforcement stake (1) is arranged at intervals on Steep Slope Embankment lower side, and concrete body (2) is arranged in bracing reinforcement stake (1)
Top resists side slope body (3) by slope side.
2. brace type Steep Slope Embankment ruggedized construction according to claim 1, it is characterised in that: further include shear reinforcement net
(4), shear reinforcement net (4) is arranged in bracing reinforcement stake (1) contact position corresponding with concrete body (2) bottom.
3. brace type Steep Slope Embankment ruggedized construction according to claim 1 or 2, it is characterised in that: further include a connection anchor
Bar (5), in side slope body (3), the other end is inserted into outside concrete body (2) one end setting of connection anchor pole (5) interval.
4. brace type Steep Slope Embankment ruggedized construction according to claim 1 or 2, it is characterised in that: concrete body (2)
Building body is poured for whole concrete or be hollow body structure.
5. brace type Steep Slope Embankment ruggedized construction according to claim 3, it is characterised in that: concrete body (2) is
Whole concrete pours building body or is hollow body structure.
6. brace type Steep Slope Embankment ruggedized construction according to claim 3, it is characterised in that: side is inserted into connection anchor pole (5)
The depth of slopes (3) is not less than 4m, is inserted into the length in outside concrete body (2) not less than 1.0m.
7. brace type Steep Slope Embankment ruggedized construction according to claim 5, it is characterised in that: side is inserted into connection anchor pole (5)
The depth of slopes (3) is not less than 4m, is inserted into the length in outside concrete body (2) not less than 1.0m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821771458.7U CN209179025U (en) | 2018-10-30 | 2018-10-30 | A kind of brace type Steep Slope Embankment ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821771458.7U CN209179025U (en) | 2018-10-30 | 2018-10-30 | A kind of brace type Steep Slope Embankment ruggedized construction |
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| Publication Number | Publication Date |
|---|---|
| CN209179025U true CN209179025U (en) | 2019-07-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821771458.7U Active CN209179025U (en) | 2018-10-30 | 2018-10-30 | A kind of brace type Steep Slope Embankment ruggedized construction |
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| CN (1) | CN209179025U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111218873A (en) * | 2020-03-04 | 2020-06-02 | 中铁二院工程集团有限责任公司 | Steep slope supporting stress type roadbed structure and construction method |
-
2018
- 2018-10-30 CN CN201821771458.7U patent/CN209179025U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111218873A (en) * | 2020-03-04 | 2020-06-02 | 中铁二院工程集团有限责任公司 | Steep slope supporting stress type roadbed structure and construction method |
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