CN217601503U - Dam side retaining wall - Google Patents
Dam side retaining wall Download PDFInfo
- Publication number
- CN217601503U CN217601503U CN202221159583.9U CN202221159583U CN217601503U CN 217601503 U CN217601503 U CN 217601503U CN 202221159583 U CN202221159583 U CN 202221159583U CN 217601503 U CN217601503 U CN 217601503U
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- Prior art keywords
- wall body
- layer
- water
- collecting pipe
- sandstone
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 40
- 239000002689 soil Substances 0.000 claims abstract description 22
- 239000002245 particle Substances 0.000 claims description 7
- 239000004575 stone Substances 0.000 claims description 5
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 4
- 239000006004 Quartz sand Substances 0.000 claims description 3
- 239000011449 brick Substances 0.000 claims description 3
- 238000001914 filtration Methods 0.000 claims description 2
- 239000012634 fragment Substances 0.000 claims description 2
- 230000000694 effects Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000004746 geotextile Substances 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- 241001023788 Cyttus traversi Species 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003864 humus Substances 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 239000004579 marble Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 239000010453 quartz Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model discloses a dykes and dams avris retaining wall, including the wall body, in the soil layer that the embedding of wall body lower part corresponds dykes and dams side slope position, one side that the wall body corresponds the side slope high-order is provided with the gravel layer, and one side that the wall body corresponds the gravel layer scribbles the waterproof layer, and the collecting pipe is installed to the bottom on gravel layer, and the collecting pipe surface has the hole of permeating water, and the collecting pipe intercommunication has the drain pipe, and the drain pipe passes the wall body and extends to the river course. When rainwater or manual watering, redundant water can flow along a slope, and when the redundant water flows to the position of a wall body, the redundant water is separated by the wall body, further seeps downwards through a sandstone layer, finally enters a water inlet pipe, is uniformly discharged, and a waterproof layer is coated on one side of the wall body, which is in contact with water, so that the water seepage and the water inflow of the wall body can be prevented, the seepage efficiency of the sandstone layer is high, the water storage amount is low, and the problems that the wall body is rotten due to the fact that the wall body is soaked for a long time and the like are solved.
Description
Technical Field
The utility model belongs to the technical field of the gardens construction, especially, relate to a dykes and dams avris retaining wall.
Background
Retaining wall generally is arranged in the side slope position in the garden construction for block the soil in highland, prevent to take place soil erosion and water loss under the condition of rainwash, like places such as gardens very much, green planting needs high frequency to water, and surplus water reposition of redundant personnel trickles the in-process and can make soil property loose.
The soil retaining wall in the garden can be further used for design, such as a hui-shaped horse head wall and the like, but the soil retaining wall is mainly used for retaining soil and preventing water and soil loss, the existing soil retaining wall is a common wall body, and has a certain soil retaining and fixing effect, water seepage easily occurs on the wall body, the wall body is rotten after being soaked in water and soil for a long time, and can be full of moss and the like, so that the appearance is influenced, bacteria are easily bred and foul gas is generated, and the wall body is easily embrittled and damaged after being rotten inside the wall.
Therefore, the utility model discloses on the basis of current retaining wall, further design makes the wall body unilateral waterproof, does not influence the drainage simultaneously, prevents the effect of rivers accumulation, solves the problem that the wall body infiltration is rotten.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a dykes and dams avris retaining wall, on the basis of current retaining wall, further design makes the wall body unilateral waterproof, does not influence the drainage simultaneously, prevents that rivers from accumulating the effect, solves the rotten problem of wall body infiltration.
In order to solve the technical problem, the utility model discloses a realize through following technical scheme:
the retaining wall at the side of the dam comprises a wall body, wherein the lower part of the wall body is embedded into a soil layer corresponding to the position of a side slope of the dam, one side of the wall body corresponding to the high position of the side slope is provided with a sandstone layer, and the sandstone layer is formed by excavating a side slope surface soil layer along the side of the wall body and is filled with sandstone;
one side that the wall body corresponds gravel layer scribbles the waterproof layer, the collecting pipe is installed to gravel layer's bottom, the collecting pipe transversely extends along the wall body, the collecting pipe level, the collecting pipe surface has the hole of permeating water, the collecting pipe has cup jointed the filter layer, the collecting pipe intercommunication has the drain pipe, the drain pipe passes the wall body and extends to the river course.
Furthermore, a plurality of overflow pipes are embedded into the gravel layer, the top of each overflow pipe is open and is positioned on the upper side of the gravel layer, and the lower ends of the overflow pipes are communicated with the collecting pipes.
Furthermore, the opening position of the upper end of the overflow pipe is funnel-shaped, and a filter disc is installed on the overflow pipe.
Furthermore, the side wall of the bottom of the wall body is provided with ribs, and the ribs and the wall body are built by bricks.
Further, the gravel layer is formed by mixing stone particles and quartz sand.
The utility model discloses following beneficial effect has: when rainwater or manual watering, redundant water can flow along a slope, and when the redundant water flows to the position of the wall body, the redundant water is separated by the wall body, further seeps downwards through the sandstone layer, finally enters the water inlet pipe, is uniformly discharged, the waterproof layer is coated on one side of the wall body, which is in contact with water, so that the water seepage and the water inflow of the wall body can be prevented, the seepage efficiency of the sandstone layer is high, the water storage amount is low, and the problems that the wall body is rotten due to the fact that the wall body is soaked for a long time and the like are solved.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly described below, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1: the utility model discloses cross-sectional structure schematic diagram.
FIG. 2 is a schematic diagram: the utility model discloses collector structure picture.
In the drawings, the components represented by the respective reference numerals are listed below:
the water-saving wall comprises a wall body 1, a soil layer 3, a sandstone layer 2, a waterproof layer 11, a collecting pipe 4, a water permeable hole 41, a filter layer 42, a drain pipe 5, an overflow pipe 6, a filter sheet 61 and ribs 12.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, which are only some embodiments of the present invention, but not all embodiments.
In the present invention, it is to be understood that: the terms "open," "upper," "lower," "thickness," "top," "center," "length," "inner," "peripheral," and the like are used herein for convenience and to simplify the description, and do not indicate or imply that the referenced components must have a particular orientation.
As shown in fig. 1-2: a dam side retaining wall comprises a wall body 1, wherein the lower portion of the wall body 1 is embedded into a soil layer 3 corresponding to the position of a dam side slope, the upper side of the wall body extends to the upper side of the earth surface, a sandstone layer 2 is arranged on one side of the wall body 1 corresponding to the high position of the side slope, and the sandstone layer 2 is formed by excavating a side slope surface soil layer along the side of the wall body and is filled with sandstone;
one side of the wall body 1 corresponding to the gravel layer 2 is coated with a waterproof layer 11, the waterproof layer can be bonded by waterproof geotextile, and waterproof mortar can be sprayed between the waterproof layer and the geotextile. The collecting pipe 4 is installed to the bottom on gravel layer 2, collecting pipe 4 transversely extends along wall body 1, collecting pipe 4 level, collecting pipe 4 surface has the hole 41 of permeating water, collecting pipe 4 has cup jointed filter layer 42, and the filter layer is for filtering gauze or metal mesh. The collecting pipe 4 is communicated with a drain pipe 5, and the drain pipe 5 penetrates through the wall body 1 and extends to a river channel.
The utility model discloses in, the earth's surface that the wall body will dyke and dam side slope position separates, and the both sides that the wall body corresponds dykes and dams are high-order soil and status soil respectively, and what high-order soil corresponded is the hillside etc. in gardens, and the earth's surface is planted there is the vegetation, and when rainwater or artifical watering, unnecessary water can follow the side slope trickling, when trickling to the position of wall body, is separated by the wall body, further oozes down through the grit layer, gets into the inlet tube at last, unified discharge. And part of water flow penetrating to the underground also enters the sandstone layer at the side of the sandstone layer, and finally is discharged in the same way.
The waterproof layer is coated on one side of the wall body, which is in contact with water, so that the wall body can be prevented from water seepage and water inflow, the water seepage efficiency of the sandstone layer is high, the water storage capacity is low, and the problems that the wall body is rotten due to long-time water immersion and the like are solved.
As shown in fig. 1: a plurality of overflow pipes 6 are embedded into the sandstone layer 2, the top of each overflow pipe 6 is open and is positioned on the upper side of the sandstone layer 2, and the lower ends of the overflow pipes 6 are communicated with the collecting pipes 4. When the water flow is large enough, such as in the summer rainstorm season, the water flow has no time to permeate, and the water can be discharged through the overflow pipe.
As shown in fig. 1: the upper end opening position of the overflow pipe 6 is funnel-shaped and is provided with a filter disc 61. Is used for preventing the leaves and humus from entering and causing the blockage of the water collecting pipe.
As shown in fig. 1: the lateral wall of wall body 1 bottom all has rib 12, rib 12 all adopts the fragment of brick to build with wall body 1 and forms. The wall body is used for reinforcing the wall body, so that the wall body is embedded into a soil layer and has more stress points with the soil layer.
The sandstone layer 2 is formed by mixing stone particles and quartz sand. The stone particles can be quartz stone particles, small-particle cobblestones or marble particles and the like. The tightness of the movement is ensured while a certain water penetration rate is maintained.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not exhaustive. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, thereby enabling others skilled in the art to best understand the invention and its practical application.
Claims (5)
1. The utility model provides a dykes and dams avris retaining wall which characterized in that:
the wall body is characterized by comprising a wall body (1), wherein the lower part of the wall body (1) is embedded into a soil layer (3) corresponding to the position of a side slope of a dam, a sandstone layer (2) is arranged on one side of the wall body (1) corresponding to the high position of the side slope, and the sandstone layer (2) is formed by excavating a side slope surface soil layer along the side of the wall body and is filled with sandstone;
wall body (1) corresponds one side of gravel layer (2) and scribbles waterproof layer (11), collecting pipe (4) are installed to the bottom in gravel layer (2), collecting pipe (4) are along wall body (1) horizontal extension, collecting pipe (4) level, collecting pipe (4) surface has hole (41) of permeating water, filtering layer (42) have been cup jointed in collecting pipe (4), collecting pipe (4) intercommunication has drain pipe (5), drain pipe (5) are passed wall body (1) and are extended to the river course.
2. A dam side retaining wall according to claim 1, wherein: a plurality of overflow pipes (6) are embedded into the sandstone layer (2), the top of each overflow pipe (6) is open and is positioned on the upper side of the sandstone layer (2), and the lower ends of the overflow pipes (6) are communicated with the collecting pipes (4).
3. A dam side retaining wall according to claim 2, wherein: the opening position of the upper end of the overflow pipe (6) is funnel-shaped and is provided with a filter disc (61).
4. A dam side retaining wall according to claim 1, wherein: the lateral wall of wall body (1) bottom all has rib (12), rib (12) all adopt the fragment of brick to build with wall body (1) and form.
5. A dam side retaining wall according to claim 1, wherein: the sandstone layer (2) is formed by mixing stone particles and quartz sand.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221159583.9U CN217601503U (en) | 2022-05-13 | 2022-05-13 | Dam side retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221159583.9U CN217601503U (en) | 2022-05-13 | 2022-05-13 | Dam side retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217601503U true CN217601503U (en) | 2022-10-18 |
Family
ID=83569606
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221159583.9U Active CN217601503U (en) | 2022-05-13 | 2022-05-13 | Dam side retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217601503U (en) |
-
2022
- 2022-05-13 CN CN202221159583.9U patent/CN217601503U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 230000 2207-2216, building 8, Lecai center, No. 1 fanwa Road, Shushan District, Hefei City, Anhui Province Patentee after: Anhui Xinyang Construction Development Co.,Ltd. Country or region after: China Address before: 230000 2207-2216, building 8, Lecai center, No. 1 fanwa Road, Shushan District, Hefei City, Anhui Province Patentee before: Anhui Xinyang Landscape Engineering Co.,Ltd. Country or region before: China |