CN201103085Y - Two-sided reinforced earth retaining wall of subsidence area plant cover - Google Patents
Two-sided reinforced earth retaining wall of subsidence area plant cover Download PDFInfo
- Publication number
- CN201103085Y CN201103085Y CNU2007200441118U CN200720044111U CN201103085Y CN 201103085 Y CN201103085 Y CN 201103085Y CN U2007200441118 U CNU2007200441118 U CN U2007200441118U CN 200720044111 U CN200720044111 U CN 200720044111U CN 201103085 Y CN201103085 Y CN 201103085Y
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- China
- Prior art keywords
- subsidence area
- retaining wall
- sided
- panels
- reinforced earth
- 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 relates to a double-sided reinforced soil retaining wall with vegetation for a subsidence area. The reinforced soil retaining wall comprises prefabricated reinforced concrete panels symmetrically arranged at both sides of a road and diagonal braces positioned between the two reinforced concrete panels at both sides. Cross sections of the reinforced concrete panel are arranged in a shape of a ladder from the bottom to up and horizontal planes are crossed with each other. The diagonal braces positioned between the panels can prevent the panels from moving outwards and plants can be planted and flowerpot can be directly placed in a concave groove so as to effectively improve the road environment of the subsidence area, contract the side slope and economize the land, reasonably utilize waste material of a coal mine. The double-sided reinforced soil retaining wall has the advantages of simple structure, convenient construction and maintenance, beautiful appearance, low construction cost, good effects and broad utility as well.
Description
Technical field
The utility model relates to the two-sided reinforced earth bulkhead of subsidence area vegetation, is particularly useful in subsidence area road (railway, highway) the roadbed fills embankment.
Background technology
Coal is the basis of industrial power, and the whole nation about 75% industrial fuel and power, 65% industrial chemicals rely on coal; Coal has become one of important exporting of China; All kinds of collieries and the supporting facility thereof that spread all over the country provide the job opportunity of counting in necessarily.Because a large amount of exploitations of coal resources have caused a large amount of subsidence areas.At present the road of subsidence area substantially all is a muddy and ruthed lane, vehicle by the time stir up a cloud of dust, had a strong impact on local resident's life and trip, influenced the image in city.
The utility model content
In view of the problem that prior art exists, the purpose of this utility model provides a kind of simple in structure, avoids road to subside, the two-sided reinforced earth bulkhead of subsidence area vegetation of protection environment.
The two-sided reinforced earth bulkhead of subsidence area of the present utility model vegetation, be located at the prefabricated reinforced concrete panel of road both sides and be located at lacing wire is constituted between the concrete slab of both sides by symmetry, steel concrete panel cross section is stairstepping from bottom to top to be arranged, and horizontal plane is staggered.
The front of described steel concrete panel has the groove that can directly plant flowers and plants or place flowerpot, and the side has fixing hole to lacing wire.
The two-sided reinforced earth bulkhead of subsidence area of the present utility model vegetation is applicable to subsidence area road (railway, highway) roadbed embankment engineering.Adopt prefabricated reinforced concrete panel and colliery waste steel wire rope as lacing wire, and be subsidence area road (railway, highway) subgrade strengthening by the vegetation in the steel concrete panel groove, can prevent that to lacing wire panel from outwards moving between the panel, can plant flowers and plants in the Baltimore groove and directly place flowerpot, can effectively improve the subsidence area road environment, shrink side slope, rationally utilize the colliery waste and scrap, it is simple in structure, and easy construction is handsome in appearance, be convenient to maintenance, cost is low, and is effective, has practicality widely.
Description of drawings
Fig. 1 is a horizontal plane structural representation of the present utility model;
Fig. 2 is the A-A sectional view of Fig. 1;
Fig. 3 is the enlarged drawing of monolithic concrete slab;
Fig. 4 is the B-B portion view of Fig. 3.
The specific embodiment
The utility model will be further described below in conjunction with the embodiment in the accompanying drawing:
Shown in Figure 1, the two-sided reinforced earth bulkhead of subsidence area of the present utility model vegetation, concrete slab 1 is symmetricly set on road both sides, subsidence area, be provided with between the concrete slab 1 that is oppositely arranged make it to be connected as a single entity to lacing wire 2, the front of steel concrete panel 1 has the groove 3 that can directly plant flowers and plants or place flowerpot, the side has fixing hole 4 to lacing wire 2, and Fig. 3 is shown in Figure 4.Steel concrete panel 1 horizontal plane is staggered, and cross section is stairstepping from bottom to top to be arranged, and has constituted the two-sided reinforced earth bulkhead of subsidence area vegetation thus, shown in Figure 2.
Claims (2)
1. two-sided reinforced earth bulkhead of subsidence area vegetation, it is characterized in that: it is located at the prefabricated reinforced concrete panel (1) of road both sides and is located at lacing wire (2) is constituted between the both sides concrete slab (1) by symmetry, steel concrete panel (1) cross section is stairstepping from bottom to top to be arranged, and horizontal plane is staggered.
2. the two-sided reinforced earth bulkhead of subsidence area according to claim 1 vegetation is characterized in that: the front of described steel concrete panel (1) has the groove (3) that can directly plant flowers and plants or place flowerpot, and the side has fixing hole (4) to lacing wire (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200441118U CN201103085Y (en) | 2007-09-21 | 2007-09-21 | Two-sided reinforced earth retaining wall of subsidence area plant cover |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200441118U CN201103085Y (en) | 2007-09-21 | 2007-09-21 | Two-sided reinforced earth retaining wall of subsidence area plant cover |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201103085Y true CN201103085Y (en) | 2008-08-20 |
Family
ID=39950107
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200441118U Expired - Fee Related CN201103085Y (en) | 2007-09-21 | 2007-09-21 | Two-sided reinforced earth retaining wall of subsidence area plant cover |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201103085Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102852118A (en) * | 2011-06-30 | 2013-01-02 | 陈东曙 | Sea wall construction method and composite sea wall thereof |
| CN102852118B (en) * | 2011-06-30 | 2016-12-14 | 陈东曙 | The construction method of a kind of sea wall and composite sea wall thereof |
| CN110241670A (en) * | 2019-05-29 | 2019-09-17 | 江苏中凌市政园林工程有限公司 | A kind of park garden road roadbed paving structure |
| CN115341559A (en) * | 2022-08-25 | 2022-11-15 | 浙江交通职业技术学院 | Pre-buried reinforcerment system of newly-built road bed side slope |
-
2007
- 2007-09-21 CN CNU2007200441118U patent/CN201103085Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102852118A (en) * | 2011-06-30 | 2013-01-02 | 陈东曙 | Sea wall construction method and composite sea wall thereof |
| CN102852118B (en) * | 2011-06-30 | 2016-12-14 | 陈东曙 | The construction method of a kind of sea wall and composite sea wall thereof |
| CN110241670A (en) * | 2019-05-29 | 2019-09-17 | 江苏中凌市政园林工程有限公司 | A kind of park garden road roadbed paving structure |
| CN115341559A (en) * | 2022-08-25 | 2022-11-15 | 浙江交通职业技术学院 | Pre-buried reinforcerment system of newly-built road bed side slope |
| CN115341559B (en) * | 2022-08-25 | 2024-01-26 | 浙江交通职业技术学院 | Pre-buried reinforcement system of newly-built road bed side slope |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080820 Termination date: 20100921 |