CN202039372U - Box-shaped slope protection structure - Google Patents
Box-shaped slope protection structure Download PDFInfo
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- CN202039372U CN202039372U CN2011200594393U CN201120059439U CN202039372U CN 202039372 U CN202039372 U CN 202039372U CN 2011200594393 U CN2011200594393 U CN 2011200594393U CN 201120059439 U CN201120059439 U CN 201120059439U CN 202039372 U CN202039372 U CN 202039372U
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- slope protection
- slope
- box
- protection structure
- utility
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Abstract
The utility model relates to a slope protection structure, in particular to a box-shaped slope protection structure. In order to mainly solve the technical problems of short construction period and high quality and progress requirements of side slope protection projects, the utility model provides the box-shaped slope protection structure. The box-shaped slope protection structure has the advantages of few construction mechanical equipment, low construction difficulty, quick project progress, small project amount, low cost and tidy and attractive appearance. In order to solve the problems, the utility model adopts the technical scheme that: a group of mutually adjacent prefabricated concrete box bodies is anchored on a slope face; steel wire nets are padded at the inner bottoms of the box bodies; big stone blocks are embedded and filled on the steel wire nets and in the box bodies; broken stones having a levelling effect are also layered on the big stone block layer; concrete is cast at the top of a slope and a flower groove is formed at the top of the slope; and the concrete is cast at the foot of the slope and a drainage ditch is formed at the foot of the slope. The box-shaped slope protection structure is applicable to the side slope protection projects in hydropower engineering and water transportation, particularly to the side slope protection projects of express ways constructed on dry lands.
Description
Technical field
The utility model relates to a kind of protective slope structure, and particularly a kind of box protective slope structure is applicable to the preventive works of the expressway slope of side slope protection engineering, especially dry work in water conservancy and hydropower and the water transport traffic.
Background technology
Hydraulic and Hydro-Power Engineering, Communication and Transportation Engineering, urban flood defence projects for stagnant water drainage, river channelization engineering, sea port dock shore protection etc., all needing to carry out bank cleaning and regulation, generally is to adopt cemented rock bank protection, placed rockfill bank protection, concrete revetment etc. in the actual engineering.
In recent years; along with the increasing water conservancy and hydropower of China, highway water transport traffic engineering put into operation; side slope protection administer technology gradually towards complete function, beautiful environment, the diversified direction of pattern develops; the sky way of water conservancy and hydropower exploitation; the speedway of urban construction; river side slope bank etc. all needs to carry out side slope protection administers, and safeguard structure pattern quality is unimpeded etc. to ecological protection along the line, environmental improvement, highway water transport, all plays crucial effect.
Summary of the invention
The technical problems to be solved in the utility model is: propose a kind of box protective slope structure, mainly solve the side slope protection engineering difficult problem that the duration is tight, the quality schedule requirement is high, it has, and construction equipment is few, difficulty of construction is low, programming is fast, engineering quantity is little, cost is low, the advantage of neat appearance.
The technical scheme that the utility model adopted is: a kind of box protective slope structure, has side slope, it is characterized in that: anchoring has one group of precast concrete casing that is close to mutually on side slope surface, this casing inner bottom part is lined with gauze wire cloth, on gauze wire cloth, the embedded boulder that is filled with of described casing, on the boulder layer, also be covered with the rubble of levelling effect; The slope top casting is built concrete and colored groove is set, and the toe concreting also is provided with the gutter.
Described precast concrete casing by Φ 32 dowels be anchored at domatic on.
The diameter of described boulder is not less than 30cm, and the diameter of described rubble is 10～20cm.
The beneficial effects of the utility model are: this practicality is according to water conservancy and hydropower hinge bank protection along the line, shipping lane bank protection, the requirement of sea port dock bank protection along the line, highway communication bank protection along the line, urban flood defence bank protection work, the precast concrete casing that is filled with boulder and rubble with inside is that material of main part is built bank protection, and colored groove and gutter are set respectively on slope top and toe, its light in structure grain husk, stressed clear, environmental protection is attractive in appearance, and this protective slope structure easy construction, construction speed are fast.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment.
Fig. 2 is the stereogram behind the precast concrete casing pad gauze wire cloth in the present embodiment.
Fig. 3 is the vertical view behind the precast concrete casing pad gauze wire cloth in the present embodiment.
The specific embodiment
As shown in Figure 1, present embodiment has side slope 8, and anchoring has one group of precast concrete casing 1 that is close to mutually on this side slope domatic, and each casing all adopts 2 anchorings of Φ 32 dowels.As Fig. 1～shown in Figure 3, the inner bottom part of described precast concrete casing 1 is lined with gauze wire cloth 3, this above gauze wire cloth, described casing is embedded is filled with the boulder that diameter is not less than 30cm, also being covered with diameter on the boulder layer is rubble 5 levellings of 10～20cm.Side slope slope top casting has been built concrete and colored groove 6 has been set, and bankets in the flower groove and can plant winter jasmine, climbs lianas such as mountain tiger, Chinese wistaria, rattan, helps ecological environment, cleans attractive in appearance.The side slope toe has been built concrete and gutter 7 has been set.
The job practices of present embodiment is as follows:
1) first excavation slope 8 is cut sloping smooth formation and is stablized sloping body, and precast concrete casing 1 is laid in handling, adopts Φ 32 dowels 2 fixing, place mat gauze wire cloth 3.
2) artificial pointing boulder 4 in the precast concrete casing is then in rubble 5 levellings of boulder layer upper berth.
3) build concrete and colored groove 6 is set in sloping top casting, at the toe concreting and gutter 7 is set.
4) plantation liana in flower groove 6.
Claims (3)
1. box protective slope structure, has side slope (8), it is characterized in that: anchoring has one group of precast concrete casing (1) that is close to mutually on side slope surface, this casing inner bottom part place mat has gauze wire cloth (3), on gauze wire cloth (3), the embedded boulder (4) that is filled with of described casing, on the boulder layer, also be covered with the rubble (5) of levelling effect; The slope top casting is built concrete and colored groove (6) is set, and the toe concreting also is provided with gutter (7).
2. box protective slope structure according to claim 1 is characterized in that: described precast concrete casing (1) by Φ 32 dowels (2) be anchored at domatic on.
3. box protective slope structure according to claim 1 and 2 is characterized in that: the diameter of described boulder (4) is not less than 30cm, and the diameter of described rubble (5) is 10～20cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200594393U CN202039372U (en) | 2011-03-03 | 2011-03-03 | Box-shaped slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200594393U CN202039372U (en) | 2011-03-03 | 2011-03-03 | Box-shaped slope protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202039372U true CN202039372U (en) | 2011-11-16 |
Family
ID=44966822
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200594393U Expired - Lifetime CN202039372U (en) | 2011-03-03 | 2011-03-03 | Box-shaped slope protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202039372U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103696402A (en) * | 2014-01-01 | 2014-04-02 | 中国科学院－水利部成都山地灾害与环境研究所 | Wire mesh bottom protection type debris flow drain and guide ditch and application and construction methods thereof |
-
2011
- 2011-03-03 CN CN2011200594393U patent/CN202039372U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103696402A (en) * | 2014-01-01 | 2014-04-02 | 中国科学院－水利部成都山地灾害与环境研究所 | Wire mesh bottom protection type debris flow drain and guide ditch and application and construction methods thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20111116 |
|
| CX01 | Expiry of patent term |