CN217460627U - Prevent municipal administration side slope and collapse and use reinforced structure - Google Patents
Prevent municipal administration side slope and collapse and use reinforced structure Download PDFInfo
- Publication number
- CN217460627U CN217460627U CN202221460592.1U CN202221460592U CN217460627U CN 217460627 U CN217460627 U CN 217460627U CN 202221460592 U CN202221460592 U CN 202221460592U CN 217460627 U CN217460627 U CN 217460627U
- Authority
- CN
- China
- Prior art keywords
- slope
- municipal
- pedestal
- side slope
- municipal administration
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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.)
- Expired - Fee Related
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- 239000004567 concrete Substances 0.000 claims abstract description 7
- 238000009417 prefabrication Methods 0.000 claims abstract description 3
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 38
- 239000011150 reinforced concrete Substances 0.000 claims description 16
- 238000002955 isolation Methods 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 230000002265 prevention Effects 0.000 claims description 5
- 239000001963 growth medium Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 8
- 239000002689 soil Substances 0.000 description 6
- 239000000758 substrate Substances 0.000 description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000012535 impurity Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000005056 cell body Anatomy 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000009705 shock consolidation Methods 0.000 description 1
Images
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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- Revetment (AREA)
Abstract
The utility model relates to a prevent that municipal administration side slope from collapsing and using reinforced structure relates to the technical field of municipal administration side slope protection, and it includes municipal administration side slope, still including setting up in the cushion cap seat of municipal administration side slope base, the cushion cap seat is formed by the concrete prefabrication, the upper end of cushion cap seat stretches out municipal administration side slope's domatic, the cushion cap seat stretches out the outside part of municipal administration side slope face and uses as the interception portion. This application has the effect that improves municipal administration side slope safety in utilization.
Description
Technical Field
The application relates to the technical field of municipal administration side slope protection, especially, relate to a prevent that municipal administration side slope from collapsing and using reinforced structure.
Background
Municipal administration side slope generally is located the side of town road, is the soil property slope after the construction, though municipal administration side slope can strengthen through modes such as dynamic consolidation, anchor, is limited by the problem of material, and after receiving rain to corrode, the soil property on side slope surface can become loose, has the problem of easy landing, falls into the side slope bottom and easily gets into the town road, and easily injures the crowd who has passed by mistake and causes the influence to the use of municipal administration side slope, consequently needs the improvement.
SUMMERY OF THE UTILITY MODEL
The utility model provides a prevent that municipal administration side slope collapses and use reinforced structure, it has the effect that improves municipal administration side slope safety in utilization.
The application provides a pair of prevent municipal administration side slope and collapse and use reinforced structure adopts following technical scheme:
the utility model provides a prevent municipal side slope and collapse and use reinforced structure, includes the municipal side slope, still including setting up in the cushion cap seat of municipal side slope bottom, the cushion cap seat is formed by the concrete prefabrication, the upper end of cushion cap seat stretches out municipal side slope's domatic, the cushion cap seat stretches out the outside part of municipal side slope and uses as the interception portion.
The municipal slope protection device has the advantages that the bearing platform base is utilized to directly reinforce the municipal slope bottom, so that the municipal slope bottom is impacted and does not collapse, the soil or other impurities sliding on the municipal slope surface can be intercepted by the intercepting part, the municipal slope is prevented from directly falling into the road of the municipal slope bottom, and the municipal slope is ensured to be safely used.
Furthermore, the upper end of the bearing platform seat is provided with a plurality of drain pipes which are arranged along the length direction of the bearing platform seat, and two ends of each drain pipe respectively extend out of two side surfaces of the bearing platform seat.
Specifically, when rainstorm appears, rainwater flowing down along the slope of the municipal side slope can be intercepted by the bearing platform seat, and at the moment, redundant rainwater can be discharged by the drainage pipe, so that excessive ponding is avoided.
Furthermore, one end of each drain pipe close to the municipal side slope is located above the municipal side slope surface, and one end of each drain pipe close to the municipal side slope is lower than the top of the bearing pedestal.
Specifically, the drainage function of the drain pipe can be realized in the above manner.
Further, still including setting up the isolation layer on municipal slope is domatic, the downside and the bearing platform seat of isolation layer are connected near a side of municipal slope, the isolation layer encloses with the bearing platform seat and closes and form the cell body.
Specifically, utilize the isolation layer can protect the domatic soil property stability of the part that the municipal side slope is close to the bearing seat to make the ponding at municipal side slope bottom of slope can not lead to the fact the influence to the domatic soil property of the part that the municipal side slope is close to the bearing seat.
Further, the bearing platform base comprises a plurality of prefabricated reinforced concrete components, and the prefabricated reinforced concrete components are arranged along the length direction of the bearing platform base.
Specifically, the bearing platform seat is divided into a plurality of prefabricated reinforced concrete members, so that the bearing platform seat can be produced in a factory and then assembled on site.
Furthermore, a waterproof filling layer is arranged between any two adjacent prefabricated reinforced concrete members and is formed by solidifying waterproof concrete.
Specifically, the waterproof filling layer formed by solidifying the waterproof concrete can fill the gap between two adjacent prefabricated reinforced concrete members.
Furthermore, a plurality of grooves are formed in one side face, away from the municipal slope, of the bearing seat, the grooves are distributed along the height direction of the bearing seat, and moss culture substrates are filled in the grooves.
Specifically, the grooves can protect the moss culture substrate, so that the moss culture substrate is not easily washed by rainwater directly, and the moss culture substrate can culture moss to achieve a greening effect.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the effect of reinforcing the slope bottom of the municipal side slope can be achieved, and meanwhile, the effect of intercepting the soil and impurities falling off from the municipal side slope can be achieved;
2. has certain greening effect, so that the reinforced structure is more in accordance with the environmental protection requirement in use and is convenient to implement.
Drawings
FIG. 1 is a general schematic view of a municipal slope collapse prevention reinforcement structure according to an embodiment of the present application;
fig. 2 is a schematic structural diagram of a pedestal according to an embodiment of the present application.
Reference numerals: 1. municipal side slopes; 11. an isolation layer; 12. a trough body; 2. a pedestal; 21. an intercepting part; 22. prefabricating a reinforced concrete member; 23. a drain pipe; 24. a groove; 241. a moss culture substrate; 3. a drainage channel; 31. a grid plate.
Detailed Description
The present application is described in further detail below with reference to fig. 1-2.
A reinforced structure for preventing municipal side slope collapse refers to FIG. 1, and comprises a municipal side slope 1, a bearing pedestal 2 and a drainage channel 3, wherein the bearing pedestal 2 is arranged on the slope bottom of the municipal side slope 1, the drainage channel 3 is arranged on one side of the bearing pedestal 2 away from the municipal side slope 1, and a grid plate 31 is arranged on the drainage channel 3; wherein, the upper end of cushion cap seat 2 stretches out municipal side slope 1's domatic, and cushion cap seat 2 stretches out the outside part of municipal side slope 1 slope as interception portion 21 use for interception portion 21 encloses with the domatic formation ponding area of closing of municipal side slope 1 slope bottom department, and the lower extreme of cushion cap seat 2 is buried underground in ground, and installs the stock on cushion cap seat 2, and the stock is close to the downward inserting of one end slope of municipal side slope 1 and is located municipal side slope 1.
Referring to fig. 1 and 2, the bearing platform 2 includes a plurality of prefabricated reinforced concrete members 22, each prefabricated reinforced concrete member 22 is arranged along the length direction of the bearing platform 2, a waterproof filling layer is arranged between any two adjacent prefabricated reinforced concrete members 22, and the waterproof filling layer is formed by solidifying waterproof concrete; wherein, a plurality of grooves 24 are arranged on one side surface of each prefabricated reinforced concrete member 22 far away from the municipal slope 1, each groove 24 is arranged along the height direction of the bearing pedestal 2, and moss culture substrates 241 are filled in each groove 24.
Wherein, the cross section of each prefabricated reinforced concrete component 22 all becomes the setting of right angle trapezoidal form, and the vertical limit of each prefabricated reinforced concrete component 22 sets up towards the town road, and the slope of each prefabricated reinforced concrete component 22 sets up towards municipal slope 1.
Referring to fig. 1, an isolation layer 11 made of waterproof material is arranged on a slope surface at the bottom of a municipal side slope 1, the lower side of the isolation layer 11 is connected with a side surface of a bearing pedestal 2 close to the municipal side slope 1, the isolation layer 11 and the bearing pedestal 2 enclose to form a groove body 12, and a water accumulation area is the groove body 12.
Referring to fig. 1 and 2, a plurality of water discharge pipes 23 arranged along the length direction of the bearing pedestal 2 are arranged at the upper end of the bearing pedestal 2, two ends of each water discharge pipe 23 respectively extend out of two side surfaces of the bearing pedestal 2, and one end of each water discharge pipe 23 close to the municipal slope 1 is arranged in an upward inclined manner; wherein, the one end that drain pipe 23 is close to municipal administration side slope 1 is located the domatic top of municipal administration side slope 1, and the one end that drain pipe 23 is close to municipal administration side slope 1 is less than the top of pedestal 2.
Wherein, the length of the drain pipe 23 extending out of the bearing pedestal 2 is less than the width of the drain channel 3, and a fluorescent layer is arranged on the outer wall of the part of the drain pipe 23 extending out of the bearing pedestal 2.
The implementation principle of the embodiment of the application is as follows:
utilize bearing platform seat 2 can directly consolidate the sloping bottom of municipal administration side slope 1 to, the upper end of bearing platform seat 2 can also play the effect of the earth and the impurity of interception landing.
The embodiments of the present invention are preferred embodiments of the present application, and the protection scope of the present application is not limited thereby, wherein like parts are denoted by like reference numerals. Therefore, the method comprises the following steps: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (7)
1. The utility model provides a prevent municipal administration side slope and collapse and use reinforced structure, includes municipal administration side slope (1), its characterized in that, still including setting up in bearing pedestal (2) of municipal administration side slope (1) slope base, bearing pedestal (2) are formed by the concrete prefabrication, the upper end of bearing pedestal (2) stretches out municipal administration side slope (1) domatic, bearing pedestal (2) stretch out municipal administration side slope (1) part outside the slope and use as interception portion (21).
2. The municipal slope collapse prevention reinforcing structure according to claim 1, wherein a plurality of drainage pipes (23) are arranged at the upper end of the pedestal (2) along the length direction of the pedestal (2), and two ends of each drainage pipe (23) extend out of two side surfaces of the pedestal (2).
3. The municipal slope collapse prevention reinforcing structure according to claim 2, wherein one end of each drain pipe (23) close to the municipal slope (1) is located above the slope of the municipal slope (1), and one end of each drain pipe (23) close to the municipal slope (1) is lower than the top of the pedestal (2).
4. The municipal slope collapse prevention reinforcing structure according to claim 1, further comprising an isolation layer (11) arranged on the slope surface of the municipal slope (1), wherein the lower side of the isolation layer (11) is connected with one side surface of the bearing pedestal (2) close to the municipal slope (1), and the isolation layer (11) and the bearing pedestal (2) enclose to form a groove body (12).
5. The reinforced structure for preventing municipal slope collapse according to claim 1, wherein the pedestal (2) comprises a plurality of prefabricated reinforced concrete members (22), each of the prefabricated reinforced concrete members (22) being arranged along the length of the pedestal (2).
6. The reinforcing structure for preventing municipal slope collapse according to claim 5, wherein a waterproof filling layer is provided between any two adjacent prefabricated reinforced concrete members (22), and the waterproof filling layer is formed by waterproof concrete after it is solidified.
7. The municipal slope collapse prevention reinforcing structure according to claim 6, wherein a plurality of grooves (24) are formed in one side surface of the pedestal (2) away from the municipal slope (1), each groove (24) is arranged along the height direction of the pedestal (2), and moss culture medium (241) is filled in each groove (24).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221460592.1U CN217460627U (en) | 2022-06-13 | 2022-06-13 | Prevent municipal administration side slope and collapse and use reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221460592.1U CN217460627U (en) | 2022-06-13 | 2022-06-13 | Prevent municipal administration side slope and collapse and use reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217460627U true CN217460627U (en) | 2022-09-20 |
Family
ID=83236862
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221460592.1U Expired - Fee Related CN217460627U (en) | 2022-06-13 | 2022-06-13 | Prevent municipal administration side slope and collapse and use reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217460627U (en) |
-
2022
- 2022-06-13 CN CN202221460592.1U patent/CN217460627U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Weng Linjing Inventor after: Chen Chunzhen Inventor after: Chen Chunyuan Inventor after: Chen Xianguang Inventor after: Du Xin Inventor before: Weng Linjing Inventor before: Chen Chunzheng Inventor before: Chen Chunyuan Inventor before: Chen Xianguang Inventor before: Du Xin |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220920 |