CN105544564A - Side slope supporting structure capable of preventing rainstorm scouring - Google Patents
Side slope supporting structure capable of preventing rainstorm scouring Download PDFInfo
- Publication number
- CN105544564A CN105544564A CN201610023266.7A CN201610023266A CN105544564A CN 105544564 A CN105544564 A CN 105544564A CN 201610023266 A CN201610023266 A CN 201610023266A CN 105544564 A CN105544564 A CN 105544564A
- Authority
- CN
- China
- Prior art keywords
- side slope
- slope
- daughter board
- retaining wall
- heavy rain
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Retaining Walls (AREA)
Abstract
The invention discloses a side slope supporting structure capable of preventing rainstorm scouring. The side slope supporting structure comprises a plurality of secondary protecting plates, fixing anchors and a retaining wall, wherein the side parts of the plurality of secondary protecting plates sequentially sleeve one another to form a protecting plate which is horizontally paved on a side slope; pores are formed in the secondary protecting plates; the fixing anchors pass through the corresponding pores and then are driven in the side slope to fix the secondary protecting plates; the retaining wall is arranged at a toe of the side slope, and a draining ditch is formed between the surface of the retaining wall and the surface of the protecting plate, so that the protecting plate, the fixing anchors and the retaining wall can be interconnected to form a structure, and the whole structure is stable, and uniform in stressing. With the adoption of the structure, the rainstorm can be effectively prevented from scouring the slope surface and penetrating a slope body; meanwhile, the side slope can be fixed, and the side slope can be prevented from slipping.
Description
Technical field
The present invention relates to slope retaining structure field, particularly the slope retaining structure that washes away of a kind of anti-heavy rain.
Background technology
Common slope retaining mode mainly contains the combination of anchor pole, grid beams, pneumatically placed concrete, plantation vegetation and various ways.Because anchor bolt construction is convenient, and the effect improving side slope intensity can be played, be therefore widely used, but can not compatible deformation between each anchor pole, often occur certain region anchor pile is stressed overstepping the extreme limit, the rockbolt stress in other region is very little or situation about not stressing also.The domestic anchor pole that generally adopts in engineering is to slope reinforcement at present, the anchor pole used is generally a linear pattern dowel, there is the shortcoming of side slope discontinuity, slope protection difference, be especially in use in decayed rock, sandstone soil-slope reinforcing time, easy recurring structure unstability, and common bolt is poor to slope protection, often occur that the phenomenons such as slippage work the mischief.Therefore, find the support issues that a kind of effective method solves sandstone soil-slope, have very important value and significance.
The information being disclosed in this background technology part is only intended to increase the understanding to general background of the present invention, and should not be regarded as admitting or imply in any form that this information structure has been prior art that persons skilled in the art are known.
Summary of the invention
The object of the present invention is to provide the slope retaining structure that a kind of anti-heavy rain washes away, thus overcome the shortcoming that the rockbolt stress being fixed on side slope is uneven, slope protection is poor.
For achieving the above object, the invention provides the slope retaining structure that a kind of anti-heavy rain washes away, comprising: polylith protection daughter board, the edge of protecting daughter board described in polylith socket-connects to form a protected apron successively, described protected apron is laid in side slope, and described protection daughter board offers aperture; Mooring anchor, it passes described aperture and hammers in described side slope, for fixing described protection daughter board; And retaining wall, it is located at the toe of described side slope, and forms gutter, for draining between the plate face of the metope of this retaining wall and described protected apron.
Preferably, in technique scheme, the contact surface undulate of described protection daughter board and described side slope.
Preferably, in technique scheme, the metope of described retaining wall is mutually vertical with the plate face of described protected apron.
Preferably, in technique scheme, the top of described mooring anchor offers three bifurcateds, and when described mooring anchor hammers into described side slope, the plate face of described three bifurcateds and described protection daughter board offsets.
Preferably, in technique scheme, an edge of described protection daughter board offers groove, and another edge offers projection, and groove and the projection of adjacent protection daughter board can be socketed mutually.
Compared with prior art, the present invention adopts polylith protection daughter board to be interconnected to form a monoblock protected apron and is fixed side slope, multiple mooring anchor acts on same protected apron that this structural entity is firm, uniform force to make, solve the phenomenon that mooring anchor exists side slope discontinuity, and be provided with gutter below side slope, thus can effectively prevent heavy rain from washing away domatic, infiltration slope body, also reach reinforcing side slope simultaneously, prevent the effect of side slope generation slippage.
Accompanying drawing explanation
Fig. 1 is the overall structure figure according to slope retaining structure of the present invention.
Fig. 2 is the structural representation protecting daughter board according to the present invention.
Fig. 3 is the structural representation according to mooring anchor of the present invention.
Main Reference Numerals illustrates:
1-protected apron, 2-mooring anchor, 3-retaining wall, 4-gutter, 5-wavy surfaces, 6-groove, 7-is protruding, and 8-aperture, 9-bifurcated, 10-protects daughter board.
Detailed description of the invention
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is described in detail, but is to be understood that protection scope of the present invention not by the restriction of detailed description of the invention.
Clearly represent unless otherwise other, otherwise in whole manual and claims, term " comprise " or its conversion as " comprising " or " including " etc. by be understood to include the element of stating or ingredient, and do not get rid of other element or other ingredient.
As shown in Figure 1 to Figure 3, according to the slope retaining structure that the anti-heavy rain of the specific embodiment of the invention washes away, comprise: polylith protection daughter board 10, mooring anchor 2 and retaining wall 3, the edge of polylith protection daughter board 10 socket-connects to form holistic protected apron 1 successively, preferably, an edge of protection daughter board 10 offers groove 6, and another edge offers protruding 7, and the groove 6 of adjacent protection daughter board 10 and protruding 7 mutual sockets are to form an entirety; Protected apron 1 is laid in side slope, and offers aperture 8 on protection daughter board 10, and mooring anchor 2 passes aperture 8 and hammers in side slope, for protection daughter board 10 is fixed on side slope; The toe of side slope is located at by retaining wall 3, and form gutter 4 between the plate face of the metope of this retaining wall 3 and protected apron 1, for draining, in this embodiment, the metope of retaining wall 3 and the plate face of protected apron 1 can be set as mutually vertical, wherein, protected apron 1, mooring anchor 2 and retaining wall 3 form the supporting and protection structure of integration.
As shown in Figure 2, protection daughter board 10 and the contact surface undulate of side slope, can increase contact surface between the two, make this safeguard structure more solid.
As shown in Figure 3, the top of mooring anchor 2 offers three bifurcateds 9 at a right angle with the anchor pole of mooring anchor 2, and when mooring anchor 2 hammers into side slope, three bifurcateds 9 offset with the plate face of protection daughter board 10.
To sum up, the present invention adopts polylith protection daughter board to be interconnected to form a monoblock protected apron and is fixed side slope, multiple mooring anchor acts on same protected apron that this structural entity is firm, uniform force to make, solve the phenomenon that mooring anchor exists side slope discontinuity, and be provided with gutter below side slope, thus can effectively prevent heavy rain from washing away domatic, infiltration slope body, also reach reinforcing side slope simultaneously, prevent the effect of side slope generation slippage.
The aforementioned description to concrete exemplary of the present invention is to illustrate and the object of illustration.These descriptions not want the present invention to be defined as disclosed precise forms, and obviously, according to above-mentioned instruction, can much change and change.The object selected exemplary embodiment and describe is to explain certain principles of the present invention and practical application thereof, thus those skilled in the art can be realized and utilize various different exemplary of the present invention and various different selection and change.Scope of the present invention is intended to limited by claims and equivalents thereof.
Claims (5)
1. the slope retaining structure that washes away of anti-heavy rain, is characterized in that, comprising:
Polylith protection daughter board, the edge of protecting daughter board described in polylith socket-connects to form a protected apron successively, and described protected apron is laid in side slope, and described protection daughter board offers aperture;
Mooring anchor, it passes described aperture and hammers in described side slope, for fixing described protection daughter board; And
Retaining wall, it is located at the toe of described side slope, and forms gutter, for draining between the plate face of the metope of this retaining wall and described protected apron.
2. the slope retaining structure that washes away of anti-heavy rain according to claim 1, is characterized in that, the contact surface undulate of described protection daughter board and described side slope.
3. the slope retaining structure that washes away of anti-heavy rain according to claim 1, it is characterized in that, the metope of described retaining wall is mutually vertical with the plate face of described protected apron.
4. the slope retaining structure that washes away of anti-heavy rain according to claim 1, it is characterized in that, the top of described mooring anchor offers three bifurcateds, and when described mooring anchor hammers into described side slope, the plate face of described three bifurcateds and described protection daughter board offsets.
5. the slope retaining structure that washes away of anti-heavy rain according to claim 1, it is characterized in that, an edge of described protection daughter board offers groove, and another edge offers projection, and groove and the projection of adjacent protection daughter board can be socketed mutually.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610023266.7A CN105544564A (en) | 2016-01-14 | 2016-01-14 | Side slope supporting structure capable of preventing rainstorm scouring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610023266.7A CN105544564A (en) | 2016-01-14 | 2016-01-14 | Side slope supporting structure capable of preventing rainstorm scouring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105544564A true CN105544564A (en) | 2016-05-04 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610023266.7A Pending CN105544564A (en) | 2016-01-14 | 2016-01-14 | Side slope supporting structure capable of preventing rainstorm scouring |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105544564A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268530A (en) * | 2017-06-28 | 2017-10-20 | 防城港市长歧水利管理所 | A kind of reservoir slope water and soil fixing device |
| CN110924406A (en) * | 2019-11-30 | 2020-03-27 | 南宁学院 | Prefabricated slope structure and construction method thereof |
| CN112431215A (en) * | 2020-12-22 | 2021-03-02 | 胡剑 | Side slope protection structure for sponge city |
| CN114960700A (en) * | 2022-06-20 | 2022-08-30 | 湖北工业大学 | Ecological management method for expansive soil side slope based on dislocation, cracking prevention and seepage prevention ecological base material |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2386080Y (en) * | 1998-07-27 | 2000-07-05 | 彭继源 | Plastic anti-leakage slop protection plate for soil dam |
| KR100653374B1 (en) * | 2005-12-29 | 2006-12-05 | 임철웅 | Dome type for the soil reinforcement a stone-mesh lattice frame and all sides reinforcement a method of construction use of steel-pole nailing |
| CN203113354U (en) * | 2012-12-21 | 2013-08-07 | 陕西红叶园林绿化设计工程集团有限公司 | Slope protection structure |
| CN104372801A (en) * | 2014-11-10 | 2015-02-25 | 天津宇畅地震工程技术有限公司 | Slope anti-skidding component |
| CN204626423U (en) * | 2015-04-21 | 2015-09-09 | 安徽农业大学 | Feldspathic sandstone Artificial Side-slope flexible bank protection engineering method structure |
| CN204825931U (en) * | 2015-07-02 | 2015-12-02 | 湖北文理学院 | Protective structure is administered to side slope |
| CN205296185U (en) * | 2016-01-14 | 2016-06-08 | 广西大学 | Side slope support structure that anti -riot rain erodees |
-
2016
- 2016-01-14 CN CN201610023266.7A patent/CN105544564A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2386080Y (en) * | 1998-07-27 | 2000-07-05 | 彭继源 | Plastic anti-leakage slop protection plate for soil dam |
| KR100653374B1 (en) * | 2005-12-29 | 2006-12-05 | 임철웅 | Dome type for the soil reinforcement a stone-mesh lattice frame and all sides reinforcement a method of construction use of steel-pole nailing |
| CN203113354U (en) * | 2012-12-21 | 2013-08-07 | 陕西红叶园林绿化设计工程集团有限公司 | Slope protection structure |
| CN104372801A (en) * | 2014-11-10 | 2015-02-25 | 天津宇畅地震工程技术有限公司 | Slope anti-skidding component |
| CN204626423U (en) * | 2015-04-21 | 2015-09-09 | 安徽农业大学 | Feldspathic sandstone Artificial Side-slope flexible bank protection engineering method structure |
| CN204825931U (en) * | 2015-07-02 | 2015-12-02 | 湖北文理学院 | Protective structure is administered to side slope |
| CN205296185U (en) * | 2016-01-14 | 2016-06-08 | 广西大学 | Side slope support structure that anti -riot rain erodees |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268530A (en) * | 2017-06-28 | 2017-10-20 | 防城港市长歧水利管理所 | A kind of reservoir slope water and soil fixing device |
| CN110924406A (en) * | 2019-11-30 | 2020-03-27 | 南宁学院 | Prefabricated slope structure and construction method thereof |
| CN112431215A (en) * | 2020-12-22 | 2021-03-02 | 胡剑 | Side slope protection structure for sponge city |
| CN114960700A (en) * | 2022-06-20 | 2022-08-30 | 湖北工业大学 | Ecological management method for expansive soil side slope based on dislocation, cracking prevention and seepage prevention ecological base material |
| CN114960700B (en) * | 2022-06-20 | 2023-08-15 | 湖北工业大学 | Ecological treatment method of expansive soil slope based on dislocation, cracking prevention and seepage prevention ecological base material |
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| C10 | Entry into substantive examination | ||
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160504 |
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| RJ01 | Rejection of invention patent application after publication |