CN210395607U - Side slope buried drainage structure - Google Patents
Side slope buried drainage structure Download PDFInfo
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- CN210395607U CN210395607U CN201921181465.6U CN201921181465U CN210395607U CN 210395607 U CN210395607 U CN 210395607U CN 201921181465 U CN201921181465 U CN 201921181465U CN 210395607 U CN210395607 U CN 210395607U
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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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Abstract
The utility model provides a side slope secretly buries formula drainage structures, include: the drainage wells are longitudinally arranged at intervals from the slope surface of the side slope; the drainage pipe is communicated between the adjacent drainage wells and buried under the slope surface; a grading platform is arranged at a position corresponding to the drainage well, transverse intercepting ditches communicated with two opposite sides of the drainage well are arranged on the grading platform, the transverse intercepting ditches respectively extend from the drainage well to two opposite sides of the side slope, and two end parts of each transverse intercepting ditch are plugged to concentrate water flow in the transverse intercepting ditches; and water in the transverse intercepting ditch and the drainage pipe flows to the slope bottom of the side slope through the drainage well and is discharged. The utility model discloses a drain pipe replaces to build by laying bricks or the cast-in-place escape canal, digs the slot during the construction, and direct hoist and mount installation, construction are accomplished to the earthing, avoid a large amount of construction materials's transportation, have reduced the side slope escape canal construction degree of difficulty, have improved the construction speed, have reduced construction cost, practice thrift the time limit for a project.
Description
Technical Field
The utility model relates to a construction technical field relates to a side slope buries formula drainage structures particularly.
Background
The grading platform of side slope is in the needs of side slope drainage and safety, and the grading platform is last to be equipped with the lateral drainage ditch, and the water that the escape canal catched is rethread longitudinal drainage ditch and is arranged ground drainage system, and under the ordinary circumstances, the longitudinal drainage ditch adopts masonry type or cast-in-place formula of reinforced concrete to place in the bank protection surface course. But the material is transported inconveniently, the construction degree of difficulty is big to carry out at the side slope, and because the longitudinal drainage ditch has occupied domatic area, green area of planting is little, and soil and water conservation effect is unsatisfactory.
SUMMERY OF THE UTILITY MODEL
In view of the above circumstances, the utility model provides a construction is simple and easy, slope protection effect is good and more pleasing to the eye side slope secretly buries formula drainage structures, it is inconvenient to carry out the material transportation on the side slope in solving current escape canal construction, the technical problem that the construction degree of difficulty is big, replace building by laying bricks or stones or cast-in-place escape canal through adopting the drain pipe, dig the slot during the construction, direct hoist and mount installation, the construction is accomplished to the earthing, avoid a large amount of construction material's transportation, the side slope escape canal construction degree of difficulty has been reduced, and simultaneously, secretly bury the drain pipe and do not influence the side slope surface course construction, be favorable to side slope surface course to form a whole, increase.
In order to achieve the purpose, the utility model adopts the technical proposal that: the utility model provides a side slope buried drainage structure, includes:
the drainage wells are longitudinally arranged at intervals from the slope surface of the side slope;
the drainage pipe is communicated between the adjacent drainage wells and buried under the slope surface;
a grading platform is arranged at a position corresponding to the drainage well, transverse intercepting ditches communicated with two opposite sides of the drainage well are arranged on the grading platform, the transverse intercepting ditches respectively extend from the drainage well to two opposite sides of the side slope, and two end parts of each transverse intercepting ditch are plugged to concentrate water flow in the transverse intercepting ditches;
and water in the transverse intercepting ditch and the drainage pipe flows to the slope bottom of the side slope through the drainage well and is discharged.
In the embodiment of the utility model provides an in, the drainage well along domatic relative upside, downside be equipped with respectively with the opening of drain pipe intercommunication, the relative both sides of drainage well be equipped with respectively with the opening of horizontal catch basin intercommunication.
The embodiment of the utility model provides an in, the top of drainage well is equipped with the well lid, the well lid expose in slope surface of side slope.
The embodiment of the utility model provides an in, the top of slope of side slope is equipped with the top of slope escape canal, the top of slope escape canal is with adjacent pass through between the drainage well the drain pipe intercommunication.
In the embodiment of the utility model provides an in, the slope bottom position of side slope is equipped with the barricade, the relative both sides of barricade extend to the outer fringe of side slope.
The embodiment of the utility model provides an in, the slope base of side slope is equipped with slope base escape canal, slope base escape canal and adjacent pass through between the drainage well the drain pipe intercommunication, slope base escape canal is located the below of barricade.
In the embodiment of the utility model, be equipped with three-dimensional vegetation net bank protection on the domatic of side slope.
The embodiment of the utility model provides an in, the drain pipe is buried underground in the slot, the tank bottom of slot is equipped with the concrete cushion, the drain pipe is located on the concrete cushion, the outer wall of drain pipe covers there is backfill soil, highly being greater than of backfill soil the external diameter of drain pipe.
The utility model discloses owing to adopted above technical scheme, make it have following beneficial effect:
(1) the utility model discloses a drain pipe replaces to build by laying bricks or the cast-in-place escape canal, digs the slot during the construction, and direct hoist and mount installation, construction is accomplished to the earthing, avoids a large amount of construction materials's transportation, has reduced the side slope escape canal construction degree of difficulty, has improved the construction speed, has reduced construction cost, practices thrift the time limit for a project, accords with the requirement of green construction.
(2) The utility model discloses a secretly bury the drain pipe, do not influence side slope surface course construction, be favorable to the side slope surface course to form an entirety, no matter the surface course is vegetation bank protection or grid beam bank protection, improve the bank protection effect, it is more pleasing to the eye in vision; the traditional exposed drainage ditch of the side slope is changed into a hidden drainage ditch, so that the green planting area of the side slope is increased, and water and soil conservation is facilitated.
(3) The utility model discloses a well lid that makes the drainage shaft exposes can conveniently overhaul the drainage shaft to debris such as silt to the income drainage shaft clear up, avoid the water in the drain pipe can not get into the drainage shaft smoothly.
(4) The utility model is provided with the transverse intercepting ditch and the drainage well, which is beneficial to organized drainage of the side slope, reduces water and soil loss, and is convenient for overhauling and cleaning deposited silt; the utility model discloses hierarchical platform is favorable to collecting the rainwater on the side slope, and water on the side slope has partly through the absorption of side slope vegetation, and remaining surface water flows into horizontal catch drain.
Drawings
Fig. 1 is a schematic view of the buried drainage structure of the side slope of the present invention.
Fig. 2 is a schematic diagram of the embedding of the bellows according to the present invention.
Fig. 3 is a schematic structural view of the catch basin of the present invention.
The correspondence of reference numerals to components is as follows:
a drainage well 1; a water discharge pipe 2; a groove 21; a concrete pad 22; backfill soil 23; a concrete pier 24; a grading platform 3; a transverse intercepting ditch 4; a reinforcing structure 41; a trench sidewall 42; a trench bottom wall 43; a crossbar reinforcing mesh 44; a slope roof drainage ditch 5; a retaining wall 6; a slope bottom drainage ditch 7; three-dimensional vegetation net bank protection 8.
Detailed Description
To facilitate understanding of the present invention, the following description is made with reference to the accompanying drawings and examples.
Referring to fig. 1, the present invention provides a buried drainage structure for a slope, including: the drainage wells 1 are arranged at intervals in the longitudinal direction from the slope surface of the side slope; the drainage pipe 2 is communicated between the adjacent drainage wells 1, and the drainage pipe 2 is buried under the slope surface, in the embodiment of the utility model, the drainage pipe 2 is a double-wall corrugated pipe; the position that corresponds drainage shaft 1 is equipped with hierarchical platform 3, be equipped with on hierarchical platform 3 communicate in the horizontal catch basin 4 of the relative both sides of drainage shaft 1, horizontal catch basin 4 is respectively from drainage shaft 1 department to the relative both sides of side slope extend, preferably, extend to the outer fringe of side slope, the both ends shutoff of horizontal catch basin 4 is in order to concentrate rivers in horizontal catch basin 4.
The utility model discloses an adopt to bury drain pipe 2 underground and replace the construction method of building by laying bricks or stones escape canal among the prior art, can reduce the transportation of material on the side slope by a wide margin, reduce the construction degree of difficulty, improve the efficiency of construction, drain pipe 2 buries underground in the side slope below simultaneously, and the aesthetic property is good. The utility model discloses water in the horizontal catch basin 4 of 1 both sides of drainage well, water in the drain pipe 2 of 1 top of drainage well get into in the drainage well 2 when drainage structures uses to deposit in the drainage well 2, along with the rivers of the horizontal catch basin 4 of both sides and the continuous flow of the rivers in the drain pipe 2 of top, the water in the drainage well 1 flows and discharges to the slope bottom direction.
In the embodiment of the utility model, the drainage well 1 is a brick drainage well, the drainage well 1 is respectively provided with openings communicated with the drainage pipe 2 along the opposite upper side and the lower side of the slope, and the opposite two sides of the drainage well 1 are respectively provided with openings communicated with the transverse intercepting ditches 4; preferably, a round pipe is connected between the transverse intercepting drain 4 and the drainage well 1, the round pipe is embedded when the drainage well 1 is built, and water in the transverse intercepting drain 4 enters the drainage well through the round pipe. The top of drainage shaft 1 is equipped with the well lid, the well lid expose in the domatic of side slope, expose through the well lid that makes drainage shaft 1 and can conveniently overhaul drainage shaft 1 to debris such as the silt that flow into drainage shaft 1 are cleared up, avoid the water in drain pipe 2 can not get into drainage shaft 1 smoothly.
In the embodiment of the utility model provides an, as shown in fig. 2, drain pipe 2 buries underground in slot 21, the tank bottom of slot 21 is equipped with concrete cushion 22, drain pipe 2 locates on the concrete cushion 22, drain pipe 2's outer wall covers there is backfill 23, backfill 23 highly is greater than drain pipe 2's external diameter.
Preferably, the end of the drain pipe 2 is provided with a concrete pier 24, the concrete pier 24 is used for fixing the drain pipe 24, and the end of the drain pipe 2 is fixed in the concrete pier 24.
The embodiment of the utility model provides an in, horizontal catch basin 4's structure is as shown in figure 3, horizontal catch basin 4's cross-section is character cut in bas-relief, horizontal catch basin 4's downside is built by laying bricks or stones have grading platform 3, grading platform 3's top surface orientation horizontal catch basin 4 slopes, grading platform 3 is used for compiling the water on the slope and impels the water flows in horizontal catch basin 4, grading platform 3 builds formation by laying bricks or stones through rubble internal distribution C20 concrete, horizontal catch basin 4's upside is built by laying bricks or stones and is had reinforced structure 41, reinforced structure 41 builds formation by laying bricks or stones through rubble internal distribution concrete, reinforced structure 41's upper surface with domatic parallel and level. The transverse intercepting drain 4 can be constructed by cement bricks, rubbles or cast-in-place reinforced concrete; in the embodiment of the utility model provides an in, the ditch lateral wall 42 of horizontal catch basin 4 is the brick structure, specifically is M5 cement mortar lime-sand brick, 2mm back cement mortar plastering is adopted to the upper surface of ditch lateral wall 42, the ditch bottom wall 43 of horizontal catch basin 4 adopts M5 cement mortar lime-sand brick, bury vertically and horizontally reinforcing bar net 44 underground in ditch bottom wall 43 and adopt the concrete to ram, and the top surface of ditch bottom wall 43 adopts cement mortar plastering.
As shown in fig. 1, a slope top drainage ditch 5 is arranged at the top of the side slope, and the slope top drainage ditch 5 is communicated with the adjacent drainage wells 1 through the drainage pipes 2.
The slope bottom position of side slope is equipped with barricade 6, the relative both sides of barricade 6 extend to the outer fringe of side slope. The slope base of side slope is equipped with slope base escape canal 7, slope base escape canal 7 and adjacent pass through between the drainage well 1 drain pipe 2 intercommunication, slope base escape canal 7 is located the below of barricade 6. The slope top drainage ditch 5 and the slope bottom drainage ditch 7 are both transverse drainage ditches.
Preferably, the end part of the drain pipe 2 extends into the drain well 1 or the slope top drain 5 or the slope bottom drain 7.
Preferably, as shown in fig. 3, a three-dimensional vegetation net slope 8 is arranged on the slope surface of the side slope, and the three-dimensional vegetation net slope 8 can reduce the erosion of water flow to the slope surface and prevent the water and soil loss of the slope surface.
The utility model discloses the structure of side slope secretly buries escape canal, its construction method is explained below.
(1) Preparation for construction
And (3) familiar with drawings, compiling a construction scheme, merging the construction scheme, preparing the double-wall corrugated pipe according to the specification and the model required by the design drawings, and building materials such as rubbles, brick sands, cement and the like of the drainage well 1, the transverse intercepting ditch 4 and the like.
(2) Line snapping location
And according to a construction drawing, positioning the positions of the drainage pipe 2, the transverse drainage ditch 4 and the drainage well 1 on the side slope, and determining an excavation sideline.
(3) Digging groove
And excavating to a designed construction elevation by using a small bucket excavator according to the embedding depth required by the design drawing, controlling the slope rate of the groove of the drain pipe 2, and flattening and compacting the groove of the drain pipe 2, the groove of the transverse drainage ditch 4 and the bottom of the groove of the drainage well 1.
(4) Installing double-walled bellows
And (3) paving and filling medium sand at the bottom of the groove of the drain pipe 2, leveling, hoisting the double-wall corrugated pipe in place, casting concrete piers 24 at two ends of the double-wall corrugated pipe in situ for fixing the double-wall corrugated pipe, and compacting the backfill soil 23 after the strength of the concrete piers 24 is reached.
(5) Slope surface course construction
And finally, carrying out construction of spraying, anchoring, planting green grids, beams and the like on the side slope surface layer.
The present invention has been described in detail with reference to the drawings and the embodiments, and those skilled in the art can make various modifications to the present invention based on the above description. Therefore, certain details of the embodiments should not be construed as limitations of the invention, which are intended to be covered by the following claims.
Claims (8)
1. The utility model provides a side slope buried drainage structure which characterized in that includes:
the drainage wells are longitudinally arranged at intervals from the slope surface of the side slope;
the drainage pipe is communicated between the adjacent drainage wells and buried under the slope surface;
a grading platform is arranged at a position corresponding to the drainage well, transverse intercepting ditches communicated with two opposite sides of the drainage well are arranged on the grading platform, the transverse intercepting ditches respectively extend from the drainage well to two opposite sides of the side slope, and two end parts of each transverse intercepting ditch are plugged to concentrate water flow in the transverse intercepting ditches;
and water in the transverse intercepting ditch and the drainage pipe flows to the slope bottom of the side slope through the drainage well and is discharged.
2. The buried drain structure of claim 1, wherein the drain well has openings along the upper and lower sides of the slope surface, and the openings are communicated with the drain pipe, and the openings are communicated with the transverse intercepting drain.
3. The buried drainage structure for side slopes according to claim 1, wherein a well cover is arranged at the top of the drainage well and exposed out of the slope surface of the side slope.
4. The buried drainage structure for side slopes according to claim 1, wherein a top slope drainage ditch is arranged at the top of the side slope, and the top slope drainage ditch is communicated with the adjacent drainage wells through the drainage pipes.
5. The buried drainage structure for side slopes according to claim 1, wherein a retaining wall is disposed at a bottom of the side slope, and opposite sides of the retaining wall extend to outer edges of the side slope.
6. The buried drainage structure for side slopes according to claim 5, wherein a slope bottom drainage ditch is arranged at the slope bottom of the side slope, the slope bottom drainage ditch is communicated with the adjacent drainage wells through the drainage pipes, and the slope bottom drainage ditch is arranged below the retaining wall.
7. The buried drainage structure of side slope according to claim 1, wherein a three-dimensional vegetation net slope is provided on the slope surface of the side slope.
8. The buried drainage structure for side slopes according to claim 1, wherein the drainage pipe is buried in a trench, a concrete cushion is arranged at the bottom of the trench, the drainage pipe is arranged on the concrete cushion, backfill soil covers the outer wall of the drainage pipe, and the height of the backfill soil is larger than the outer diameter of the drainage pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921181465.6U CN210395607U (en) | 2019-07-25 | 2019-07-25 | Side slope buried drainage structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921181465.6U CN210395607U (en) | 2019-07-25 | 2019-07-25 | Side slope buried drainage structure |
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| Publication Number | Publication Date |
|---|---|
| CN210395607U true CN210395607U (en) | 2020-04-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921181465.6U Active CN210395607U (en) | 2019-07-25 | 2019-07-25 | Side slope buried drainage structure |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395066A (en) * | 2020-04-28 | 2020-07-10 | 中铁二院工程集团有限责任公司 | Reconstruction structure and construction method for existing railway roadbed underground drainage system |
| CN111997163A (en) * | 2020-08-07 | 2020-11-27 | 长江勘测规划设计研究有限责任公司 | Embankment-road integrated engineering cable trench drainage structure and drainage method thereof |
| CN112627311A (en) * | 2020-12-11 | 2021-04-09 | 上海宝冶集团有限公司 | Drainage method for building construction in mountainous region with large precipitation |
| CN113136835A (en) * | 2021-03-15 | 2021-07-20 | 中国一冶集团有限公司 | Protective structure and protective method for road slope soil body |
| CN113756349A (en) * | 2021-09-18 | 2021-12-07 | 宁波同三建设集团有限公司 | Foundation pit drainage structure and construction method thereof |
| CN115162380A (en) * | 2022-07-12 | 2022-10-11 | 国网福建省电力有限公司电力科学研究院 | Vegetation restoration gentle slope drainage system |
-
2019
- 2019-07-25 CN CN201921181465.6U patent/CN210395607U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395066A (en) * | 2020-04-28 | 2020-07-10 | 中铁二院工程集团有限责任公司 | Reconstruction structure and construction method for existing railway roadbed underground drainage system |
| CN111997163A (en) * | 2020-08-07 | 2020-11-27 | 长江勘测规划设计研究有限责任公司 | Embankment-road integrated engineering cable trench drainage structure and drainage method thereof |
| CN112627311A (en) * | 2020-12-11 | 2021-04-09 | 上海宝冶集团有限公司 | Drainage method for building construction in mountainous region with large precipitation |
| CN113136835A (en) * | 2021-03-15 | 2021-07-20 | 中国一冶集团有限公司 | Protective structure and protective method for road slope soil body |
| CN113756349A (en) * | 2021-09-18 | 2021-12-07 | 宁波同三建设集团有限公司 | Foundation pit drainage structure and construction method thereof |
| CN115162380A (en) * | 2022-07-12 | 2022-10-11 | 国网福建省电力有限公司电力科学研究院 | Vegetation restoration gentle slope drainage system |
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