CN214005287U - Novel municipal road engineering foundation - Google Patents
Novel municipal road engineering foundation Download PDFInfo
- Publication number
- CN214005287U CN214005287U CN202023134487.2U CN202023134487U CN214005287U CN 214005287 U CN214005287 U CN 214005287U CN 202023134487 U CN202023134487 U CN 202023134487U CN 214005287 U CN214005287 U CN 214005287U
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- China
- Prior art keywords
- layer
- water
- drain pipe
- road engineering
- seepage
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- 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.)
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 43
- 239000002689 soil Substances 0.000 claims abstract description 31
- 239000010426 asphalt Substances 0.000 claims abstract description 10
- 239000004575 stone Substances 0.000 claims description 8
- 230000008595 infiltration Effects 0.000 description 21
- 238000001764 infiltration Methods 0.000 description 21
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
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Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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- Sewage (AREA)
Abstract
The utility model discloses a novel municipal road engineering foundation, which comprises a base, wherein a cavity is arranged in the base, a ground base layer is arranged below the cavity, a drain pipe bearing seat is arranged on the ground base layer, a drain pipe is arranged on the drain pipe bearing seat, a water retaining seat is arranged above the base, the lower end of the water retaining seat is connected with the drain pipe bearing seat, a drainage component is arranged at the inner side of the water retaining seat, a non-water-seepage soil layer is arranged in the water retaining seat, a water seepage layer is enclosed in the non-water-seepage soil layer, a concrete layer is arranged above the non-water-seepage soil layer and the water seepage layer, an asphalt layer is arranged above the concrete layer, the lower part of the water seepage layer is communicated with the drain pipe, the drainage component is communicated with the drain pipe, water retaining blocks higher than the asphalt layer are arranged at the upper ends of the two sides of the water retaining seat, the upper end of the water chute is provided with an inclined hole, and the center of the inclined hole and the surface of the asphalt layer are on the same plane.
Description
Technical Field
The utility model relates to an engineering ground, specific theory, especially a novel town road engineering ground.
Background
In the current urban town road, only adopt simple soil layer structure usually, not only subside easily, relatively poor in the drainage function moreover, ponding appears easily.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a novel town road engineering ground to solve the problem that proposes in the above-mentioned background art.
The technical scheme of the utility model is realized like this: the utility model provides a novel town road engineering ground, includes the base, be equipped with the cavity in the base, the below is equipped with the ground basic unit in this cavity, be equipped with drain pipe bearing seat in the ground basic unit, install the drain pipe on the drain pipe bearing seat, the base top is equipped with the manger plate seat, manger plate seat lower extreme is connected with drain pipe bearing seat, manger plate seat inboard is equipped with drainage component, be equipped with non-infiltration soil layer in the manger plate seat, the surrounding is equipped with the infiltration layer in the non-infiltration soil layer, non-infiltration soil layer and infiltration layer top are equipped with concrete layer, the concrete layer top is equipped with the pitch layer, infiltration layer below is linked together with the drain pipe, drainage component is linked together with the drain pipe.
In the foretell novel town road engineering ground, manger plate seat both sides upper end is equipped with the manger plate piece that is higher than the pitch layer.
In foretell novel town road engineering ground, drainage component is including setting up the guiding gutter at manger plate seat inboard, and this guiding gutter upper end is equipped with the inclined hole, and the center and the pitch layer surface of this inclined hole are on the coplanar, and this guiding gutter lower extreme is linked together with the drain pipe.
In the foretell novel town road engineering ground, the inclined hole outside is equipped with the mesh screen.
In foretell novel town road engineering ground, the drain pipe upper end is equipped with the opening, is equipped with the filter screen on this opening.
In the foretell novel town road engineering ground, the infiltration layer includes the infiltration soil layer, and this infiltration soil layer sets up in the concrete layer below, is equipped with gravel layer below this infiltration soil layer, and this gravel layer below is equipped with the metalling, and this gravel layer below is equipped with the coarse stone layer, and this coarse stone layer below is linked together with the opening of drain pipe upper end.
In the above-mentioned novel town road engineering ground, the cross-section on non-infiltration soil layer is the toper.
In the above-mentioned novel town road engineering ground, the cross-section of retaining wall seat is the toper.
The beneficial effects of the utility model reside in that: the utility model discloses a be equipped with drainage assembly in manger plate seat inboard, be equipped with non-infiltration soil layer in the manger plate seat, it is equipped with the water seepage layer to enclose in the non-infiltration soil layer, water seepage layer below is linked together with the drain pipe, drainage assembly is linked together with the drain pipe, improves drainage and infiltration efficiency, prevents ponding, and manger plate seat lower extreme is connected with drain pipe bearing seat, supports through drain pipe bearing seat for the road surface is difficult to subside.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
In the figure: the water-retaining and water-permeable concrete foundation comprises a base 1, a cavity 2, a foundation layer 3, a drain pipe bearing seat 4, a drain pipe 5, a water-retaining seat 6, a water guide groove 7, an inclined hole 8, an asphalt layer 9, a concrete layer 10, a water-permeable soil layer 11, a sand-stone layer 12, a gravel layer 13, a non-water-permeable soil layer 14, a coarse stone layer 15 and a filter screen 16.
Detailed Description
The claimed technical solution of the present invention will now be described in further detail with reference to the accompanying drawings and specific embodiments.
The novel municipal road engineering foundation as shown in figure 1 comprises a base 1, wherein a cavity 2 is arranged in the base 1, a ground base layer 3 is arranged below the cavity 2, a drain pipe bearing seat 4 is arranged on the ground base layer 3, a drain pipe 5 is arranged on the drain pipe bearing seat 4, a water retaining seat 6 is arranged above the base 1, the lower end of the water retaining seat 6 is connected with the drain pipe bearing seat 4, a drainage component is arranged on the inner side of the water retaining seat 6, a non-permeable soil layer 14 is arranged in the water retaining seat 6, a water seepage layer is enclosed in the non-permeable soil layer 14, a concrete layer 10 is arranged above the non-permeable soil layer 14 and the water seepage layer, a bitumen layer 9 is arranged above the concrete layer 10, the lower part of the water seepage layer is communicated with the drain pipe 5, the drainage component is communicated with the drain pipe 5, an opening is arranged at the upper end of the drain pipe 5, the upper end of the two sides of the water retaining seat 6 is provided with a water retaining block higher than the asphalt layer 9, the cross section of the non-permeable soil layer 14 is conical, and the cross section of the water retaining seat 6 is conical.
The drainage assembly comprises a water guide groove 7 arranged on the inner side of the water retaining seat 6, an inclined hole 8 is formed in the upper end of the water guide groove 7, the center of the inclined hole 8 and the surface of the asphalt layer 9 are on the same plane, the lower end of the water guide groove 7 is communicated with the drainage pipe 5, and a mesh screen is arranged on the outer side of the inclined hole 8.
The infiltration layer includes infiltration soil layer 11, and this infiltration soil layer 11 sets up in concrete layer 10 below, and this infiltration soil layer 11 below is equipped with gravel layer 12, and this gravel layer 12 below is equipped with rubble layer 13, and this rubble layer 13 below is equipped with rough stone layer 15, and this rough stone layer 15 below is linked together with the opening of drain pipe 5 upper end.
The utility model discloses a be equipped with drainage assembly in 6 inboards of manger plate seat, be equipped with non-infiltration soil layer 14 in the manger plate seat 6, it is equipped with the water seepage layer to enclose in the non-infiltration soil layer 14, water seepage layer below is linked together with drain pipe 5, drainage assembly is linked together with drain pipe 5, improves drainage and infiltration efficiency, prevents ponding, and 6 lower extremes of manger plate seat are connected with drain pipe bearing seat 4, support through drain pipe bearing seat 4 for the road surface is difficult to subside.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (8)
1. A novel municipal road engineering foundation comprises a base (1) and is characterized in that a cavity (2) is arranged in the base (1), a ground base layer (3) is arranged below the cavity (2), a drain pipe bearing seat (4) is arranged on the ground base layer (3), a drain pipe (5) is arranged on the drain pipe bearing seat (4), a water retaining seat (6) is arranged above the base (1), the lower end of the water retaining seat (6) is connected with the drain pipe bearing seat (4), a drainage component is arranged on the inner side of the water retaining seat (6), a non-water-seepage soil layer (14) is arranged in the water retaining seat (6), a water seepage layer is enclosed in the non-water-seepage soil layer (14), a concrete layer (10) is arranged above the non-water-seepage soil layer (14) and the water seepage layer, a asphalt layer (9) is arranged above the concrete layer (10), and the lower part of the water seepage layer is communicated with the drain pipe (5, the drainage component is communicated with a drainage pipe (5).
2. A novel municipal road engineering foundation according to claim 1, characterized in that the upper ends of both sides of the water retaining base (6) are provided with water retaining blocks higher than the asphalt layer (9).
3. A novel municipal road engineering foundation according to claim 1, characterized in that the drainage assembly comprises a water chute (7) arranged inside the water retaining seat (6), the upper end of the water chute (7) is provided with an inclined hole (8), the center of the inclined hole (8) is in the same plane with the surface of the asphalt layer (9), and the lower end of the water chute (7) is communicated with the drainage pipe (5).
4. A novel municipal road engineering foundation according to claim 3, characterized in that a mesh screen is provided outside the inclined hole (8).
5. A novel municipal road engineering foundation according to claim 1, characterized in that the upper end of the drainage pipe (5) is provided with an opening, and the opening is provided with a filter screen (16).
6. A novel municipal road engineering foundation according to claim 1, characterized in that the permeable layer comprises a permeable soil layer (11), the permeable soil layer (11) is arranged below the concrete layer (10), a gravel layer (12) is arranged below the permeable soil layer (11), a gravel layer (13) is arranged below the gravel layer (12), a rough stone layer (15) is arranged below the gravel layer (13), and the opening below the rough stone layer (15) is communicated with the upper end of the drainage pipe (5).
7. A novel municipal road engineering foundation according to claim 1, characterized in that the non-permeable soil layer (14) is conical in cross-section.
8. A novel municipal road engineering foundation according to claim 1, characterized in that the water deflector (6) is conical in cross-section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023134487.2U CN214005287U (en) | 2020-12-23 | 2020-12-23 | Novel municipal road engineering foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023134487.2U CN214005287U (en) | 2020-12-23 | 2020-12-23 | Novel municipal road engineering foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214005287U true CN214005287U (en) | 2021-08-20 |
Family
ID=77290046
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023134487.2U Expired - Fee Related CN214005287U (en) | 2020-12-23 | 2020-12-23 | Novel municipal road engineering foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214005287U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116122092A (en) * | 2023-01-06 | 2023-05-16 | 山东省公路桥梁建设集团有限公司 | Reinforced submerged roadbed and construction method thereof |
-
2020
- 2020-12-23 CN CN202023134487.2U patent/CN214005287U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116122092A (en) * | 2023-01-06 | 2023-05-16 | 山东省公路桥梁建设集团有限公司 | Reinforced submerged roadbed and construction method thereof |
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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: 20210820 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |