CN204825931U - Protective structure is administered to side slope - Google Patents
Protective structure is administered to side slope Download PDFInfo
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- CN204825931U CN204825931U CN201520466848.3U CN201520466848U CN204825931U CN 204825931 U CN204825931 U CN 204825931U CN 201520466848 U CN201520466848 U CN 201520466848U CN 204825931 U CN204825931 U CN 204825931U
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- protective wall
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Abstract
The application discloses a protective structure is administered to side slope belongs to the field of building by laying at excavation edge, and including first order protective wall, second level protective wall and the third level protective wall that connects gradually, first order protective wall includes fenestra facing wall and catch water drain, the catch water drain sets up between fenestra facing wall and second level facing wall, second level protective wall includes a plurality of guard plate bodies and stock, be equipped with the protective wall that can hold earth on the guard plate body, guard plate body both sides are equipped with the rivet hole, and the guard plate body passes through the stock to be fixed on the side slope body with the rivet hole cooperation, third level protective wall includes cling compound barricade and friction pile, cling compound barricade one side sets up subaerial, the friction pile sets up in cling compound barricade one side and one end setting subaerial. The utility model discloses protecting effect is better, and can effective ecological protection environment.
Description
Technical field
What the utility model related to excavation edge builds by laying field, is specifically related to a kind of slope treatment safeguard structure.
Background technology
At present along with the carrying out of China's large-scale basis Facilities Construction, highway, in the construction of railway, reservoir dam etc. and maintenance management engineering, stability of slope harnessing project occupies sizable ratio.In recent years, all kinds of side slope slump event occurs in succession, has become the large hidden danger affecting railroad train safe passing, how to have guaranteed that the stable of heavy cut high slope seems most important.Therefore, in the railway engineering heavy cut Design of High Slope stage, also more and more higher to the technical requirements of Reinforcement Works of Rock Slopes.
Slope treatment safeguard structure traditional at present comprise three grades domatic, one-level domatic employing mortar flag stone arched framework; Secondary domatic employing gravity cutting barricade and the mortar flag stone arch skeleton that intercepts water is combined; Three grades of domatic employing antislide piles and the mortar flag stone arch skeleton that intercepts water is combined or antislide pile and the mortar flag stone arch skeleton anchor pole that intercepts water ties sash beam anchor pole.Traditional slope treatment method can only be of short duration stop slope and land slide.Washing away of the flowing water such as rainwater also can damage side slope to some extent, and traditional slope protection structure cannot avoid this to endanger.So traditional slope protection structure built on the sand, and this slope protection structure cannot be improved the ecological environment.
Utility model content
The purpose of this utility model is to provide a kind of more firm and be beneficial to the slope treatment safeguard structure of ecological protection.
For achieving the above object, the technical solution of the utility model is as follows: a kind of slope treatment safeguard structure, comprise the first order protecting wall, second level protecting wall and the third level protecting wall that connect successively, first order protecting wall comprises fenestra facing wall and catchwater, described catchwater is arranged between fenestra facing wall and second level facing wall, described second level protecting wall comprises multiple protected apron body and anchor pole, and described protected apron body is provided with the protection walls can holding earth; Described protected apron body both sides are provided with rivet hole, and protected apron body to be coordinated with rivet hole by anchor pole and is fixed on side slope body; Described third level protecting wall comprises antiskid retaining wall and antislide pile; Described antiskid retaining wall side is arranged on the ground, and described antislide pile is arranged on antiskid retaining wall side and one end is arranged on the ground.
Principle of the present utility model is as follows: the utility model adopts three grades of Guardwall structures, first, second, third grade of protecting wall connects successively, third level protecting wall comprises antiskid retaining wall and antislide pile, described antiskid retaining wall side is arranged on the ground, described antislide pile one end is arranged on the ground, can stop slope body landing earth etc.Second level protecting wall comprises protected apron body and anchor pole, and protected apron body is arranged on Slope body by anchor pole.Protected apron body is provided with the protection walls can holding earth, in the cavity that protection walls and shield body are formed, and can planting plants.First order protecting wall comprises fenestra facing wall and catchwater, and catchwater is arranged between second level protecting wall and fenestra facing wall.
Third level protecting wall comprise antiskid retaining wall and and antislide pile, can stop by the earth etc. that falls of opposite side hill wash, make it be unlikely to hurt pedestrian.Second level protecting wall comprises protected apron body and anchor pole, and protected apron body two ends offer rivet hole, and protected apron body is fixed in side slope by anchor pole with coordinating of rivet hole, makes side slope more firm.Protected apron body is provided with the protection walls can holding earth, in the cavity that protection walls and shield body are formed, can planting plants, plant also can play good effect to side slope is fixing, and can effectively drink up the rain, decrease the harm that side slope produces because of rain drop erosion.First order protecting wall comprises fenestra facing wall and catchwater, catchwater is arranged between second level protecting wall and fenestra facing wall, fenestra facing wall can play firm effect to side slope top, the rainwater etc. flowed down along side slope can be drained into that other are local by catchwater, avoids rainwater etc. to wash away and the infringement that produces side slope.The utility model better protecting effect, and can available protecting ecological environment.
Preferably, the side that on described protected apron body, close protection walls can hold earth is provided with tenon, and described protected apron is provided with mortise away from protection walls side, and described mortise coordinates with tenon, and mortise coordinates with tenon, facilitates between each protected apron body and connects.
Preferably, described protection walls bottom is provided with drain hole, and in the cavity that can effectively protection walls and protected apron body be formed, unnecessary water is discharged.
Preferably, described protected apron body is made up of steel concrete, and the intensity that protected apron body increases protected apron body made by steel concrete.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail:
Fig. 1 is the schematic diagram of a kind of slope treatment safeguard structure of the utility model embodiment;
Fig. 2 is the schematic diagram of a kind of slope treatment safeguard structure of the utility model protected apron body.
Reference numeral in Figure of description comprises: 1-antiskid retaining wall; 2-anchor pole; 3-antislide pile; 4-second level protecting wall; 5-protected apron body; 6-catchwater; 7-fenestra facing wall; 8-tenon; 9-rivet hole; 10-drain hole; 11-mortise; 12-protection walls.
Detailed description of the invention
Below by detailed description of the invention, the utility model is described in further detail:
As shown in Figure 1, a kind of slope treatment safeguard structure, comprises the first order protecting wall, second level protecting wall 4 and the third level protecting wall that connect successively.First order protecting wall comprises fenestra facing wall 7 and catchwater 6, fenestra facing wall 7 is grid-like guard wall, can be fixed side slope top, fenestra facing wall is connected with catchwater 67 times, the rainwater etc. flowed down along side slope can be drained into other local, avoid rainwater etc. to wash away and the infringement that produces side slope.Third level protecting wall comprises antiskid retaining wall 1 and antislide pile 3, and antislide pile 3 is arranged on antiskid retaining wall 1 side, can stop by the earth etc. that falls of opposite side hill wash, makes it be unlikely to hurt pedestrian.
As shown in Figure 2, second level protecting wall 4 comprises multiple protected apron body 5 and anchor pole 2, and protected apron body 5 is built up by steel concrete.Protected apron body 5 two ends offer rivet hole 9, and protected apron body 5 is fixed in side slope by anchor pole 2 with coordinating of rivet hole 9, make side slope more firm.Protected apron body 5 is provided with breach, described breach is provided with semicircle protection walls 12, described protection walls 12 is connected with protected apron body 5, in the cavity that protection walls 12 and protected apron body 5 are formed, can planting plants, plant also can play good effect to side slope is fixing, and can effectively drink up the rain, and decreases the harm that side slope produces because of rain drop erosion.Protected apron body 5 breach end two ends have been wholely set tenon 8, and protected apron body 5 is provided with mortise 11 away from protection walls 12 one end, and mortise 11 coordinates with tenon 8, facilitate between each protected apron body 5 and connect.Protection walls 12 bottom offers drain hole 10, be unnecessary is that water is discharged in the cavity that protection walls 12 and protected apron body 5 can be formed, and is beneficial to plant growth.
Above-described is only embodiment of the present utility model, and in scheme, the general knowledge such as known concrete structure and characteristic does not do too much description at this.Should be understood that; for a person skilled in the art, under the prerequisite not departing from the utility model structure, some distortion and improvement can also be made; these also should be considered as protection domain of the present utility model, and these all can not affect effect and the practical applicability of the utility model enforcement.The protection domain that this application claims should be as the criterion with the content of its claim, and the detailed description of the invention in manual etc. record the content that may be used for explaining claim.
Claims (4)
1. a slope treatment safeguard structure, comprise the first order protecting wall, second level protecting wall and the third level protecting wall that connect successively, it is characterized in that, first order protecting wall comprises fenestra facing wall and catchwater, described catchwater is arranged between fenestra facing wall and second level facing wall, described second level protecting wall comprises multiple protected apron body and anchor pole, and described protected apron body is provided with the protection walls can holding earth; Described protected apron body both sides are provided with rivet hole, and protected apron body to be coordinated with rivet hole by anchor pole and is fixed on side slope body; Described third level protecting wall comprises antiskid retaining wall and antislide pile; Described antiskid retaining wall side is arranged on the ground, and described antislide pile is arranged on antiskid retaining wall side and one end is arranged on the ground.
2. a kind of slope treatment safeguard structure as claimed in claim 1, is characterized in that, the side that on described protected apron body, close protection walls can hold earth is provided with tenon, and described protected apron is provided with mortise away from protection walls side, and described mortise coordinates with tenon.
3. a kind of slope treatment safeguard structure as claimed in claim 1, is characterized in that, described protection walls bottom is provided with drain hole.
4. a kind of slope treatment safeguard structure as claimed in claim 2, is characterized in that, described protected apron body is made up of steel concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520466848.3U CN204825931U (en) | 2015-07-02 | 2015-07-02 | Protective structure is administered to side slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520466848.3U CN204825931U (en) | 2015-07-02 | 2015-07-02 | Protective structure is administered to side slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204825931U true CN204825931U (en) | 2015-12-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520466848.3U Expired - Fee Related CN204825931U (en) | 2015-07-02 | 2015-07-02 | Protective structure is administered to side slope |
Country Status (1)
| Country | Link |
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| CN (1) | CN204825931U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544564A (en) * | 2016-01-14 | 2016-05-04 | 广西大学 | Side slope supporting structure capable of preventing rainstorm scouring |
| CN106703053A (en) * | 2016-12-19 | 2017-05-24 | 上海市政工程设计研究总院（集团）有限公司 | Construction method for reinforced soil drainage composite revetment structure |
| CN110397077A (en) * | 2019-08-07 | 2019-11-01 | 衡水瑟林科技有限公司 | A kind of raw retaining wall of composite steel-plastic plant |
| CN110839468A (en) * | 2019-11-27 | 2020-02-28 | 中铁西北科学研究院有限公司 | Wet cutting green planting method for loess wound side slope restoration |
-
2015
- 2015-07-02 CN CN201520466848.3U patent/CN204825931U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544564A (en) * | 2016-01-14 | 2016-05-04 | 广西大学 | Side slope supporting structure capable of preventing rainstorm scouring |
| CN106703053A (en) * | 2016-12-19 | 2017-05-24 | 上海市政工程设计研究总院（集团）有限公司 | Construction method for reinforced soil drainage composite revetment structure |
| CN110397077A (en) * | 2019-08-07 | 2019-11-01 | 衡水瑟林科技有限公司 | A kind of raw retaining wall of composite steel-plastic plant |
| CN110839468A (en) * | 2019-11-27 | 2020-02-28 | 中铁西北科学研究院有限公司 | Wet cutting green planting method for loess wound side slope restoration |
| CN110839468B (en) * | 2019-11-27 | 2021-12-17 | 中铁上海工程局集团有限公司 | Wet cutting green planting method for loess wound side slope restoration |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151202 Termination date: 20160702 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |