CN212477584U - Pebble landscape revetment node structure - Google Patents
Pebble landscape revetment node structure Download PDFInfo
- Publication number
- CN212477584U CN212477584U CN202020630941.4U CN202020630941U CN212477584U CN 212477584 U CN212477584 U CN 212477584U CN 202020630941 U CN202020630941 U CN 202020630941U CN 212477584 U CN212477584 U CN 212477584U
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- China
- Prior art keywords
- layer
- retaining wall
- cement mortar
- brick retaining
- pebble
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Abstract
The utility model provides a pebble landscape revetment node structure, which comprises a brick retaining wall, a concrete cushion layer, a water body layer, a cement mortar leveling layer, a waterproof roll material layer, a cement mortar protective layer, a pebble paving layer and a planting soil layer; the brick retaining wall is built above the concrete cushion layer, and the brick retaining wall is built at one side of the water body layer to form a step-shaped structure; the outer surface of the brick retaining wall is provided with a cement mortar leveling layer which is coated into an inclined plane at the stepped structure; a waterproof coil material layer is laid on one side of the water layer and above the top surface of the brick retaining wall on the surface of the cement mortar leveling layer, and the waterproof coil material layer extends for 200mm from the bottom end of the brick retaining wall to the top surface of the concrete cushion layer; a cement mortar protective layer is further paved on the outer surface of the waterproof roll layer, and a pebble pavement layer is further bonded on the surface of the cement mortar protective layer; the utility model relates to a rationally, increased substantially the prevention of seepage effect of cobble revetment to effectively avoided the rivers in the water facility to lose.
Description
Technical Field
The utility model relates to a landscape field especially relates to a revetment node structure is seen to cobble view.
Background
The revetment is the main protective structure of water facilities in landscape architecture, and along with people's requirement to landscape architecture more and more comes, the kind of revetment is also more and more abundant, and the cobble revetment is a more popular revetment type in recent years, but does not have clear reference with its detailed node structure yet to lead to constructor to appear various problems, for example the impervious effect of cobble revetment is relatively poor, thereby causes the water loss in the water facilities.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect with not enough, provide a pebble view revetment node structure, this pebble view revetment node structural design is reasonable, has increased substantially the prevention of seepage effect of pebble revetment to effectively avoided the rivers in the water facility to lose.
In order to achieve the above object, the utility model adopts the following technical scheme: a pebble landscape revetment node structure comprises a brick retaining wall, a concrete cushion layer, a water body layer, a cement mortar smoothing layer, a waterproof roll material layer, a cement mortar protective layer, a pebble paving layer and a planting soil layer; the brick retaining wall is built above the concrete cushion layer, and the brick retaining wall is built at one side of the water body layer to form a step-shaped structure; the outer surface of the brick retaining wall is provided with a cement mortar leveling layer which is coated into an inclined plane at the stepped structure; a waterproof coil material layer is laid on one side of the water layer and above the top surface of the brick retaining wall on the surface of the cement mortar leveling layer, and the waterproof coil material layer extends for 200mm from the bottom end of the brick retaining wall to the top surface of the concrete cushion layer; a cement mortar protective layer is further paved on the outer surface of the waterproof roll layer, and a pebble pavement layer is further bonded on the surface of the cement mortar protective layer; and a planting soil layer is arranged on the outer side of the brick retaining wall, and the top surface of the planting soil layer is 50mm lower than that of the brick retaining wall.
Preferably, the two ends of the concrete cushion layer protrude 300mm from the bottom end side of the uniform brick retaining wall.
Preferably, the thickness of the cement mortar protective layer is 20-30 mm.
Preferably, the width of the top surface of the brick retaining wall is 400-600 mm.
Preferably, the normal water level of the water body layer is 300mm lower than the top surface of the brick retaining wall.
The utility model has the advantages that: the pebble landscape revetment node has reasonable structural design, and greatly improves the anti-seepage effect of the pebble revetment, thereby effectively avoiding water loss in water facilities.
Drawings
Fig. 1 is a structural schematic diagram of a pebble landscape revetment node.
Wherein: the concrete wall is characterized in that the concrete wall is 1, the concrete cushion layer is 2, the water body layer is 3, the cement mortar smoothing layer is 4, the waterproof roll material layer is 5, the cement mortar protective layer is 6, the pebble paving layer is 7, and the planting soil layer is 8.
Detailed Description
The present invention will be described in further detail with reference to fig. 1.
As shown in fig. 1, the pebble landscape revetment node structure comprises a brick retaining wall 1, a concrete cushion layer 2, a water body layer 3, a cement mortar leveling layer 4, a waterproof roll material layer 5, a cement mortar protective layer 6, a pebble paving layer 7 and a planting soil layer 8; the brick retaining wall 1 is built above the concrete cushion layer 2, and the brick retaining wall 1 is built at one side of the water body layer 3 to form a stepped structure; a cement mortar leveling layer 4 is arranged on the outer surface of the brick retaining wall 1, and the cement mortar leveling layer 4 is coated into an inclined plane at the stepped structure; a waterproof coil material layer 5 is laid on one side of the water body layer 3 and above the top surface of the brick retaining wall 1 on the surface of the cement mortar leveling layer 4, and the waterproof coil material layer 5 extends for 200mm from the bottom end of the brick retaining wall 1 to the top surface of the concrete cushion layer 2; a cement mortar protective layer 6 is further paved on the outer surface of the waterproof roll material layer 5, and a pebble pavement layer 7 is further bonded on the surface of the cement mortar protective layer 6; the outer side of the brick retaining wall 1 is provided with a planting soil layer 8, and the top surface of the planting soil layer 8 is 50mm lower than that of the brick retaining wall 1.
In specific implementation, the two ends of the concrete cushion layer 2 protrude out of the side face of the bottom end of the uniform brick retaining wall 1 by 300 mm.
In specific implementation, the thickness of the cement mortar protective layer 6 is 20-30 mm.
In specific implementation, the width of the top surface of the brick retaining wall is 400-600 mm.
In specific implementation, the normal water level of the water body layer 3 is 300mm lower than the top surface of the brick retaining wall 1.
Claims (5)
1. The utility model provides an oval stone landscape revetment node structure which characterized in that: the concrete paving layer comprises a brick retaining wall, a concrete cushion layer, a water body layer, a cement mortar leveling layer, a waterproof coil material layer, a cement mortar protective layer, a pebble paving layer and a planting soil layer; the brick retaining wall is built above the concrete cushion layer, and the brick retaining wall is built at one side of the water body layer to form a step-shaped structure; the outer surface of the brick retaining wall is provided with a cement mortar leveling layer which is coated into an inclined plane at the stepped structure; a waterproof coil material layer is laid on one side of the water layer and above the top surface of the brick retaining wall on the surface of the cement mortar leveling layer, and the waterproof coil material layer extends for 200mm from the bottom end of the brick retaining wall to the top surface of the concrete cushion layer; a cement mortar protective layer is further paved on the outer surface of the waterproof roll layer, and a pebble pavement layer is further bonded on the surface of the cement mortar protective layer; and a planting soil layer is arranged on the outer side of the brick retaining wall, and the top surface of the planting soil layer is 50mm lower than that of the brick retaining wall.
2. The pebble landscape revetment node structure of claim 1, wherein: and two ends of the concrete cushion layer protrude 300mm from the bottom end side of the uniform brick retaining wall.
3. The pebble landscape revetment node structure of claim 1, wherein: the thickness of the cement mortar protective layer is 20-30 mm.
4. The pebble landscape revetment node structure of claim 1, wherein: the width of the top surface of the brick retaining wall is 400-600 mm.
5. The pebble landscape revetment node structure of claim 1, wherein: the normal water level of the water body layer is 300mm lower than the top surface of the brick retaining wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020630941.4U CN212477584U (en) | 2020-04-23 | 2020-04-23 | Pebble landscape revetment node structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202020630941.4U CN212477584U (en) | 2020-04-23 | 2020-04-23 | Pebble landscape revetment node structure |
Publications (1)
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CN212477584U true CN212477584U (en) | 2021-02-05 |
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Family Applications (1)
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CN202020630941.4U Expired - Fee Related CN212477584U (en) | 2020-04-23 | 2020-04-23 | Pebble landscape revetment node structure |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114250745A (en) * | 2022-01-04 | 2022-03-29 | 张英 | A embankment seepage prevention structure for water conservancy |
-
2020
- 2020-04-23 CN CN202020630941.4U patent/CN212477584U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114250745A (en) * | 2022-01-04 | 2022-03-29 | 张英 | A embankment seepage prevention structure for water conservancy |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210205 Termination date: 20210423 |
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CF01 | Termination of patent right due to non-payment of annual fee |