CN213508267U - Drop view connected node structure - Google Patents
Drop view connected node structure Download PDFInfo
- Publication number
- CN213508267U CN213508267U CN202020661131.5U CN202020661131U CN213508267U CN 213508267 U CN213508267 U CN 213508267U CN 202020661131 U CN202020661131 U CN 202020661131U CN 213508267 U CN213508267 U CN 213508267U
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- Prior art keywords
- layer
- overflow
- wall
- inclined plane
- tank
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- Expired - Fee Related
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- 239000010410 layer Substances 0.000 claims abstract description 114
- 239000002689 soil Substances 0.000 claims abstract description 28
- 239000004567 concrete Substances 0.000 claims abstract description 20
- 239000010438 granite Substances 0.000 claims abstract description 9
- 239000002344 surface layer Substances 0.000 claims abstract description 5
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 4
- 230000010485 coping Effects 0.000 claims abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 230000000903 blocking effect Effects 0.000 claims description 6
- 238000007789 sealing Methods 0.000 claims description 6
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims description 5
- 235000011941 Tilia x europaea Nutrition 0.000 claims description 5
- 239000004571 lime Substances 0.000 claims description 5
- 239000011083 cement mortar Substances 0.000 claims description 4
- 239000003292 glue Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 238000010030 laminating Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 7
- 239000000853 adhesive Substances 0.000 description 2
- 230000003796 beauty Effects 0.000 description 2
- 239000012790 adhesive layer Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
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- Road Paving Structures (AREA)
Abstract
The utility model provides a drop landscape connection node structure, which comprises a cushion layer, a gray soil layer, a first short wall, a second short wall, a waterproof layer, a catch basin, an overflow tank and an overflow slope; the water-retaining structure is characterized in that a cut-off ditch of a groove-shaped reinforced concrete structure is cast on a waterproof layer between the first short wall and the second short wall, an overflow tank is cast on the waterproof layer above a concrete cushion layer, the end part of the overflow tank is connected with the top of the tank wall inside the cut-off ditch, an inverted inclined plane back to the cut-off ditch is arranged on the outer side surface of the tank wall of the overflow tank, granite surface layers with the thickness of 30mm are fixedly bonded on the inner wall surface of the overflow tank and the inverted inclined plane through bonding layers, an overflow slope is fixedly bonded on the tank wall of the overflow tank through bonding layers and is a quadrilateral granite coping, the outer inclined plane of the overflow slope is flush with the inverted inclined plane, the top surface of the overflow slope is a water-blocking inclined plane facing downwards to the direction of the overflow tank, and the cut-off.
Description
Technical Field
The utility model relates to a drop construction technical field especially relates to a drop view connected node structure.
Background
Drop refers to a regular form of falling water landscape, and is mostly combined with buildings, landscape walls, retaining walls and the like. Waterfalls and water drops represent beauty of falling of water. The beauty of the waterfall is original and natural, is rich in wild interests, and is more suitable for natural landscape; the water fall is more beautiful in form and craft, and is more suitable for simple, clear and quick modern gardens and urban environments due to regular and regular shapes. The existing drop landscape construction treatment is poor, the construction is troublesome, and the drop connecting node is not clear, so that a drop landscape connecting node structure is needed.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect and not enough, provide a drop view connected node structure, adopt the utility model discloses a structure is equipped with catch basin, overflow tank and overflow slope, and overflow tank wall lateral surface is for invering the inclined plane, and the drop is effectual, has noted the detail processing of construction, and the construction is simple, structural design is reasonable.
In order to achieve the above object, the utility model adopts the following technical scheme: a drop landscape connection node structure comprises a cushion layer, a gray soil layer, a first short wall, a second short wall, a waterproof layer, a catch basin, an overflow tank and an overflow slope; the concrete pavement structure comprises a cushion layer, a first short wall, a second short wall, a plain soil layer, a 150mm thick second grey soil layer and a 250mm thick concrete cushion layer, wherein the cushion layer is a C15 concrete cushion layer with the thickness of 100mm, the 200mm thick grey soil layer is arranged below the cushion layer, the plain soil layer is tamped at the bottom of the grey soil layer, the first short wall is built on one side of the cushion layer, the second short wall is built on the other end of the cushion layer, the plain soil layer, the 150mm thick second grey soil layer and the 250mm thick concrete cushion layer are sequentially laid on the outer side of the first short wall from bottom to top, the surface of the concrete cushion layer is flush with the top surface of the first short wall, a waterproof layer is laid on the cushion layer in a laminating manner, one end of the waterproof layer; a cut-off ditch of a groove-shaped reinforced concrete structure is cast on a waterproof layer between the first short wall and the second short wall, an overflow tank is cast on the waterproof layer above the concrete cushion layer, the end part of the overflow tank is connected with the top of the tank wall on the inner side of the cut-off ditch, an inverted inclined plane which is back to the cut-off ditch is arranged on the outer side surface of the tank wall of the overflow tank, a granite surface layer with the thickness of 30mm is fixedly bonded on the inner wall surface of the overflow tank and the inverted inclined plane by adopting bonding layers, an overflow slope is fixedly bonded on the tank wall of the overflow tank by adopting the bonding layers and is a quadrangular granite coping, the outer inclined plane of the overflow slope is flush with the inverted inclined plane, the top surface of the overflow slope is a water-blocking inclined plane facing downwards to the direction of the overflow tank, and the cut-; and a drainage grate is paved at the top of the intercepting ditch, and a pebble layer is paved on the drainage grate and the pavement structural layer.
Preferably, the width of the water blocking inclined plane of the overflow slope is 600mm, and the end part of the outermost end of the water blocking inclined plane is an arc angle.
Preferably, the width of the intercepting ditch is 400mm, the depth of the intercepting ditch is 450mm, and a cement mortar leveling layer with the thickness of 20mm is built on the inner wall surface of the intercepting ditch.
Preferably, the waterproof layer is a self-adhesive waterproof coiled material waterproof layer, and the end part of the waterproof layer is provided with a sealing glue layer for sealing treatment.
Preferably, the angle between the inverted slope of the overflow pool wall and the horizontal line is 60 °.
The utility model has the advantages that: adopt the utility model discloses a structure is equipped with catch basin, overflow pond and overflow slope, and overflow pond pool wall lateral surface is for invering the inclined plane, and the drop is effectual, has noted construction's detail processing, and the construction is simple, structural design is reasonable.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention.
Fig. 1 is a schematic structural diagram of a drop landscape connection node.
Wherein: 1 is a cushion layer, 2 is a gray soil layer, 3 is a first short wall, 4 is a second short wall, 5 is a second gray soil layer, 6 is a concrete cushion layer, 7 is a waterproof layer, 8 is a catch basin, 9 is an overflow tank, 10 is an overflow slope, 11 is a granite surface layer, 12 is a pebble layer, 1-1 is a plain soil layer, 8-1 is a cement mortar leveling layer, 8-2 is a drainage grate, and 11-1 is an adhesive layer.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in the figure, the drop landscape connection node structure comprises a cushion layer 1, a lime soil layer 2, a first short wall 3, a second short wall 4, a waterproof layer 7, a catch basin 8, an overflow pool 9 and an overflow slope 10; the concrete pavement structure comprises a cushion layer 1, a first short wall 3, a second short wall 4, a plain soil layer 1-1, a second short soil layer 5 with the thickness of 150mm and a concrete cushion layer 6 with the thickness of 250mm, wherein the cushion layer 1 is C15 concrete cushion layer with the thickness of 100mm, the lime soil layer 2 with the thickness of 200mm is arranged below the cushion layer 1, the bottom of the lime soil layer 2 is tamped with the plain soil layer 1-1, the first short wall 3 is built on one side of the cushion layer 1, the second short wall 4 is built on the other end of the cushion layer 1, the plain soil layer 1-1, the second lime soil layer 5 with the thickness of 150mm and the concrete cushion layer 6 with the thickness of 250mm are sequentially paved on the outer side of the first short wall 3 from bottom to top, the surface of the concrete cushion layer 6 is flush with the top surface of the first short wall 3; a cut-off ditch 8 with a groove-shaped reinforced concrete structure is cast on a waterproof layer 7 between the first short wall 3 and the second short wall 4, an overflow tank 9 is cast on the waterproof layer 7 above a concrete cushion 6, the end part of the overflow tank 9 is connected with the top of the tank wall inside the cut-off ditch 8, an inverted inclined plane back to the cut-off ditch 8 is arranged on the outer side surface of the tank wall of the overflow tank 9, a granite surface layer 11 with the thickness of 30mm is fixedly bonded on the inner wall surface and the inverted inclined plane of the overflow tank 9 by adopting a bonding layer 11-1, an overflow slope 10 is fixedly bonded on the tank wall of the overflow tank 9 by adopting the bonding layer 11-1, the overflow slope 10 is pressed by a quadrilateral granite, the inclined plane outside the overflow slope 10 is flush with the inverted inclined plane, the top surface of the overflow slope 10 is a water-blocking inclined plane downwards towards the direction of the overflow tank 9, and the cut-off ditch 8 and the overflow; the top of the intercepting ditch 10 is paved with a drainage grate 8-2, and a pebble layer 12 is paved on the drainage grate 8-2 and the pavement structural layer.
In specific implementation, the width of the water blocking inclined plane of the overflow slope 10 is 600mm, and the end part of the outermost end of the water blocking inclined plane is an arc angle.
In specific implementation, the width of the intercepting ditch 8 is 400mm, the depth of the intercepting ditch is 450mm, and a cement mortar leveling layer 8-1 with the thickness of 20mm is built on the inner wall surface of the intercepting ditch 8.
When the waterproof layer 7 is implemented specifically, the waterproof layer is a self-adhesive waterproof coiled material waterproof layer, and the end part of the waterproof layer 7 is provided with a sealing glue layer for sealing treatment.
In specific implementation, the angle between the inverted inclined plane of the wall of the overflow tank 9 and the horizontal line is 60 degrees.
Claims (5)
1. The utility model provides a drop view connected node structure which characterized in that: the water-saving type water-saving device comprises a cushion layer, a lime soil layer, a first short wall, a second short wall, a waterproof layer, a catch basin, an overflow pool and an overflow slope; the concrete pavement structure comprises a cushion layer, a first short wall, a second short wall, a plain soil layer, a 150mm thick second grey soil layer and a 250mm thick concrete cushion layer, wherein the cushion layer is a C15 concrete cushion layer with the thickness of 100mm, the 200mm thick grey soil layer is arranged below the cushion layer, the plain soil layer is tamped at the bottom of the grey soil layer, the first short wall is built on one side of the cushion layer, the second short wall is built on the other end of the cushion layer, the plain soil layer, the 150mm thick second grey soil layer and the 250mm thick concrete cushion layer are sequentially laid on the outer side of the first short wall from bottom to top, the surface of the concrete cushion layer is flush with the top surface of the first short wall, a waterproof layer is laid on the cushion layer in a laminating manner, one end of the waterproof layer; a cut-off ditch of a groove-shaped reinforced concrete structure is cast on a waterproof layer between the first short wall and the second short wall, an overflow tank is cast on the waterproof layer above the concrete cushion layer, the end part of the overflow tank is connected with the top of the tank wall on the inner side of the cut-off ditch, an inverted inclined plane which is back to the cut-off ditch is arranged on the outer side surface of the tank wall of the overflow tank, a granite surface layer with the thickness of 30mm is fixedly bonded on the inner wall surface of the overflow tank and the inverted inclined plane by adopting bonding layers, an overflow slope is fixedly bonded on the tank wall of the overflow tank by adopting the bonding layers and is a quadrangular granite coping, the outer inclined plane of the overflow slope is flush with the inverted inclined plane, the top surface of the overflow slope is a water-blocking inclined plane facing downwards to the direction of the overflow tank, and the cut-; and a drainage grate is paved at the top of the intercepting ditch, and a pebble layer is paved on the drainage grate and the pavement structural layer.
2. The drop landscape connection node structure of claim 1, further comprising: the width of the water blocking inclined plane of the overflow slope is 600mm, and the end part of the outermost end of the water blocking inclined plane is an arc angle.
3. The drop landscape connection node structure of claim 1, further comprising: the width of intercepting ditch is 400mm, and the degree of depth is 450mm, has built the cement mortar screed-coat of 20mm thick on intercepting ditch internal wall.
4. The drop landscape connection node structure of claim 1, further comprising: the waterproof layer is an autohension waterproof coiled material waterproof layer, and the end part of the waterproof layer is provided with a sealing glue layer for sealing treatment.
5. The drop landscape connection node structure of claim 1, further comprising: the angle between the inverted inclined plane of the overflow tank wall and the horizontal line is 60 degrees.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020661131.5U CN213508267U (en) | 2020-04-26 | 2020-04-26 | Drop view connected node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020661131.5U CN213508267U (en) | 2020-04-26 | 2020-04-26 | Drop view connected node structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213508267U true CN213508267U (en) | 2021-06-22 |
Family
ID=76378879
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020661131.5U Expired - Fee Related CN213508267U (en) | 2020-04-26 | 2020-04-26 | Drop view connected node structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213508267U (en) |
-
2020
- 2020-04-26 CN CN202020661131.5U patent/CN213508267U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210622 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |