CN211341066U - Shunting escape canal structure - Google Patents
Shunting escape canal structure Download PDFInfo
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- CN211341066U CN211341066U CN201922097803.4U CN201922097803U CN211341066U CN 211341066 U CN211341066 U CN 211341066U CN 201922097803 U CN201922097803 U CN 201922097803U CN 211341066 U CN211341066 U CN 211341066U
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- concrete base
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- waterscape
- steel
- ditch
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Abstract
The utility model provides a shunting drainage ditch structure, which comprises a reinforced concrete base, a stainless steel drainage ditch, a rainwater sewage pool and a waterscape pool; the upper end of the stainless steel drainage ditch is horizontally fixed with hot galvanizing equilateral angle steel, the left upper part of the reinforced concrete base is inwards molded into a convex concrete base, and the convex concrete base is pressed on the hot galvanizing equilateral angle steel; a gravel layer is laid between the convex concrete base and the waterscape pool, a nylon anti-leakage net is arranged below the gravel layer, a stainless steel grate is arranged below the nylon anti-leakage net, and the stainless steel grate is located on hot galvanizing equilateral angle steel; still include the galvanized steel isolation sheet of vertical establishment, the lower extreme is located gravel layer and reinforced concrete base respectively on the galvanized steel isolation sheet, and will nonrust steel drainage ditch cut apart into rainwater washing ditch and waterscape washing ditch. The utility model discloses a hide the shunting escape canal, waterscape quality of water and rainwater and sewage reposition of redundant personnel are handled, adopt galvanized steel sheet, cut apart the drainage of ruling rainwater sewage and waterscape pond water, the different treatment ponds of return water, reduce mixed pollution.
Description
Technical Field
The utility model relates to drainage, blowdown design application, in particular to shunting escape canal structure.
Background
The waterscape drainage ditch designed by the existing real estate landscape mostly adopts a rainwater and waterscape mixed drainage ditch, two kinds of water quality are gathered in the same pump pit at the same time, the use of the drainage ditch can cause the pollution of the water quality in the waterscape and the accumulation of sludge at the bottom of the pool, and the waterscape drainage ditch is not beneficial to the permanent use and maintenance of the waterscape and influences the viewing effect of the waterscape.
SUMMERY OF THE UTILITY MODEL
For solving the shortcomings of the prior art, the utility model provides a shunting drainage ditch structure.
The utility model provides a technical scheme is: a shunting drainage ditch structure comprises a reinforced concrete base, wherein a stainless steel drainage ditch is arranged on the reinforced concrete base, and a rainwater sewage pool and a waterscape pool are arranged above the stainless steel drainage ditch; the upper end of the stainless steel drainage ditch is horizontally fixed with hot galvanizing equilateral angle steel, the left upper part of the reinforced concrete base is inwards molded into a convex concrete base, and the convex concrete base is pressed on the hot galvanizing equilateral angle steel; a gravel layer is laid between the convex concrete base and the waterscape pool, a nylon anti-leakage net is arranged below the gravel layer, a stainless steel grate is arranged below the nylon anti-leakage net, and the stainless steel grate is located on hot galvanizing equilateral angle steel; still include the galvanized steel isolation sheet of vertical establishment, the lower extreme is located gravel layer and reinforced concrete base respectively on the galvanized steel isolation sheet, and will nonrust steel drainage ditch cut apart into rainwater washing ditch and waterscape washing ditch.
The utility model discloses a hide the shunting escape canal, better solution waterscape quality of water and rainwater and sewage reposition of redundant personnel are handled when guaranteeing the plane effect again, adopt galvanized steel sheet, cut apart the different treatment ponds of the drainage of ruling rainwater sewage and waterscape pond water, return water. The split-flow drainage ditch structure comprises a reinforced concrete base in a semi-rotary structure, wherein a stainless steel drainage ditch is attached to the reinforced concrete base semi-rotary structure and is formed in a customized mode, the positions of a rainwater sewage pool and a waterscape pool are located above the stainless steel drainage ditch, and the rainwater sewage pool and the waterscape pool are bonded through a daub waterproof layer; inherent hot galvanizing equilateral angle steel is horizontally welded on the upper end opening of the stainless steel drainage ditch, the stainless steel drainage ditch is arranged at intervals along the length direction of the stainless steel drainage ditch and is used as support steel paved with materials above, and filtered water above flows through the stainless steel drainage ditch to be hot galvanizing equilateral angle steel and enters the stainless steel drainage ditch below; when the formwork is poured, the left upper part of the reinforced concrete base is inwards integrally formed into a convex concrete base and a half-edge structure, and the convex concrete base is pressed on hot galvanizing equilateral angle steel; in order to filter rainwater sewage and water in the waterscape pool, a gravel layer is laid between the protruding concrete base and the waterscape pool, and the water in the waterscape pool flows to the gravel layer from the rainwater sewage pool and overflows to the gravel layer, namely, the water is filtered and leaked downwards; stainless steel grates are arranged on the hot-dip galvanized equilateral angle steel, nylon anti-leakage nets are laid on the stainless steel grates and arranged below the gravel layer, and primary filtering sewage above is filtered through the nylon anti-leakage nets and the stainless steel grates for the second time, so that sand and stone fine particles are prevented from entering a stainless steel drainage ditch to cause blockage; the utility model discloses separately collect the drainage with the drainage of two ponds and discharge, consequently still include the zinc-plated steel spacer plate of vertical establishment, along stainless steel escape canal length direction setting, as shown in figure 1, the lower extreme lies in gravel layer and reinforced concrete base respectively on the zinc-plated steel spacer plate, and other parts pass the material that corresponds, and the zinc-plated steel spacer plate is cut apart the stainless steel escape canal and is become rainwater washing ditch and waterscape washing ditch, collects the filtration sewage in rainwater effluent water sump and waterscape pond respectively.
The utility model has the beneficial technical effects that: the utility model discloses the waterscape adopts and hides shunting escape canal, and better solution waterscape quality of water and rainwater and sewage reposition of redundant personnel are handled when guaranteeing the plane effect, adopt galvanized steel sheet, cut apart the drainage of ruling rainwater sewage and waterscape pond water, the different treatment ponds of return water, the mixed pollution of effectual reduction waterscape quality of water, the better waterscape that has maintained the real estate view is seen the view effect and the quality and is reduced the unnecessary cost input for later maintenance simultaneously again.
Drawings
FIG. 1 is a schematic sectional view of the present invention;
in the figure, 1, a waterscape pool, 2, a gravel layer, 3, a nylon anti-leakage net, 4, a stainless steel grate, 5, a rainwater sewage pool, 6, a protruding concrete base, 7, a muddy soil layer, 8, a gravel layer, 9, a sewage discharge pipe, 10, a sewage discharge ditch, 11, a reinforced concrete base, 12, a rainwater cleaning ditch, 13, a stainless steel drainage ditch, 14, a galvanized isolation steel plate, 15, a waterscape cleaning ditch, 16, hot galvanizing equilateral angle steel, 17 and a catching hook are arranged.
Detailed Description
The invention will be further described with reference to the accompanying drawings and specific embodiments.
In the description of the present invention, the relative terms "upper", "lower", "left", "right", "inner", "outer" and other position indication positions are only based on the position shown in the drawings to simplify the description of the present invention, but not the position and structure that the components must have, and thus, the limitation of the present invention cannot be understood.
Example 1
As shown in the attached figure 1, the shunting drainage ditch structure comprises a reinforced concrete base 11, wherein a stainless steel drainage ditch 13 is arranged on the reinforced concrete base 11, and a rainwater and sewage tank 5 and a waterscape tank 1 are arranged above the stainless steel drainage ditch 13; the upper end of the stainless steel drainage ditch 13 is horizontally fixed with hot galvanizing equilateral angle steel 16, the left upper part of the reinforced concrete base 11 is inwards molded into a convex concrete base 6, and the convex concrete base 6 is pressed on the hot galvanizing equilateral angle steel 16; a gravel layer 2 is laid between the convex concrete base 6 and the waterscape pool 1, a nylon anti-leakage net 3 is arranged below the gravel layer 2, a stainless steel grate 4 is arranged below the nylon anti-leakage net 3, and the stainless steel grate 4 is located on hot galvanizing equilateral angle steel 16; the vertical galvanized steel isolation plate is further included, the upper end and the lower end of the galvanized steel isolation plate 14 are respectively positioned in the gravel layer 2 and the reinforced concrete base 11, and the stainless steel drainage ditch 13 is divided into a rainwater cleaning ditch 12 and a waterscape cleaning ditch 15.
The utility model discloses a hide the shunting escape canal, better solution waterscape quality of water and rainwater and sewage reposition of redundant personnel are handled when guaranteeing the plane effect again, adopt galvanized steel sheet, cut apart the different treatment ponds of the drainage of ruling rainwater sewage and waterscape pond water, return water. Specifically, the shunting drainage ditch structure comprises a reinforced concrete base 11 in a semi-rotary structure, wherein a stainless steel drainage ditch 13 is attached to the reinforced concrete base 11 in the semi-rotary structure and is formed in a customized mode, the positions of a rainwater sewage pool 5 and a waterscape pool 1 are located above the stainless steel drainage ditch 13, and the rainwater sewage pool 5 and the waterscape pool 1 are bonded with the stainless steel drainage ditch 13 through a daub waterproof layer; inherent hot-dip galvanized equal-angle steel 16 is horizontally welded on the upper end opening of the stainless steel drainage ditch 13, the stainless steel drainage ditch is arranged at intervals along the length direction of the stainless steel drainage ditch 13 and is used as support steel for paving materials above, and filtered water above flows through the constant-angle steel 16 which is hot-dip galvanized into the stainless steel drainage ditch 13 below; when the formwork is poured, the left upper part of the reinforced concrete base 11 is integrally formed inwards to form a protruding concrete base 6 and a half-edge structure, and the protruding concrete base 6 is pressed on hot galvanizing equilateral angle steel 16; in order to filter rainwater sewage and water in the waterscape pool, a gravel layer 2 is laid between the protruding concrete base 6 and the waterscape pool 1, the water in the waterscape pool flows to the gravel layer 2 from the rainwater sewage pool 5, and the water in the waterscape pool 1 overflows to the gravel layer 2, namely, filtering is performed to realize downward leakage; the stainless steel grate 4 is located on the hot-dip galvanized equilateral angle steel 16, the nylon anti-leakage net 3 is laid on the stainless steel grate 4, the nylon anti-leakage net 3 is arranged below the gravel layer 2, and the primary filtered sewage above is filtered through the nylon anti-leakage net 3 and the stainless steel grate 4 for the second time, so that the situation that sand and stone fine particles enter the stainless steel drainage ditch 13 to cause blockage is avoided; the utility model discloses separately collect the drainage with the drainage of two ponds, consequently still include the zinc-plated steel spacer plate 14 of vertical establishment, along the setting of stainless steel escape canal 13 length direction, as shown in figure 1, zinc-plated steel spacer plate 14 is gone up the lower extreme and is located gravel layer 2 and reinforced concrete base 11 respectively, other parts pass corresponding material, zinc-plated steel spacer plate 14 is cut apart stainless steel escape canal 13 and is become rainwater cleaning ditch 12 and waterscape cleaning ditch 15, collect the filtration sewage of rainwater effluent water sump 5 and waterscape pond 1 respectively.
Furthermore, the left and right ends of the hot-dip galvanized equilateral angle steel 16 are both fixed with catching hooks 17 in the reinforced concrete base 11. In order to stabilize the hot-galvanized equal-angle steel 16, the left end and the right end of the hot-galvanized equal-angle steel 16 are both welded with inherent grabbing hooks 17, and when a formwork is erected and poured, the fixed grabbing hooks are fixedly grabbed on the inner ribs of the reinforced concrete base 11.
Furthermore, a mud mixing soil layer 7 and a gravel layer 8 are sequentially arranged below the rainwater sewage pool 5 from top to bottom, a sewage drain 10 is arranged below the gravel layer 8, and a sewage discharge pipe 9 communicated with a stainless steel drainage ditch 13 is arranged on the sewage drain. The rainwater effluent water sump 5 water yield is more than the water yield that overflows of waterscape pond 1, in order to get rid of in time, washes to be equipped with muddy soil layer 7 and metalling 8 under rainwater effluent water sump 5 in proper order, and the sewage disposal ditch 10 is below the metalling 8, is equipped with the blow off pipe 9 of intercommunication stainless steel escape canal 13 on it, and the collecting water of rainwater washing ditch 12 is arranged to sewage disposal ditch 10 through blow off pipe 9.
Further, the ratio of the width in the cross section of the left and right portions of the gravel layer 2 partitioned by the galvanized separator steel sheets 14 is 1/2. The utility model discloses consider that 5 water capacities of rainwater effluent water sump are more, therefore need consider filter area's proportion in the separated gravel layer 2 of 14 steel sheets are kept apart in the zinc-plating, and this embodiment, the width ratio of part on the cross section is listed as 1/2 about 14 separated gravel layers of steel sheets are kept apart in the zinc-plating.
Further, the stainless steel grates 4 are combined stainless steel grates 130mm wide and 60mm wide. The stainless steel grate 4 is formed by combining an inner layer grate and an outer layer grate, and the inner layer grate and the outer layer grate are respectively the stainless steel grates with the width of 130mm and the width of 60 mm.
Further, the protruding concrete base 6 is flush with the gravel layer 2, and the rainwater sewage tank 5 is located above the protruding concrete base 6. Rainwater effluent water sump 5 installs in protrusion concrete foundation 6 top, and during the construction, protrusion concrete foundation 6 flushes with gravel layer 2, and the tiling sets up, and the molding is neat.
Obviously, the utility model discloses a hide the shunting escape canal, better solution waterscape quality of water and rainwater and sewage reposition of redundant personnel are handled when guaranteeing the plane effect again, adopt galvanized steel sheet, cut apart the different treatment ponds of the drainage of ruling rainwater sewage and waterscape pond water, return water, the mixed pollution of effectual reduction waterscape quality of water.
The foregoing is a preferred embodiment of the present invention, and it should be understood that those skilled in the art can derive the related technical solutions through logic analysis, reasoning or experiment based on the present invention without creative efforts, and therefore, these related technical solutions should be within the protection scope of the present claims.
Claims (6)
1. The utility model provides a shunting escape canal structure, includes reinforced concrete base (11), is equipped with stainless steel escape canal (13) on reinforced concrete base (11), and stainless steel escape canal (13) top is equipped with rainwater effluent water sump (5) and waterscape pond (1), its characterized in that: the upper end of the stainless steel drainage ditch (13) is horizontally fixed with hot galvanizing equilateral angle steel (16), the left upper part of the reinforced concrete base (11) is inwards molded into a convex concrete base (6), and the convex concrete base (6) is pressed on the hot galvanizing equilateral angle steel (16); a gravel layer (2) is laid between the convex concrete base (6) and the waterscape pool (1), a nylon anti-leakage net (3) is arranged below the gravel layer (2), a stainless steel grate (4) is arranged below the nylon anti-leakage net (3), and the stainless steel grate (4) is located on hot galvanizing equilateral angle steel (16); the vertical galvanized steel isolation structure is characterized by further comprising a galvanized isolation steel plate (14) which is vertically arranged, the upper end and the lower end of the galvanized isolation steel plate (14) are respectively positioned in the gravel layer (2) and the reinforced concrete base (11), and the stainless steel drainage ditch (13) is divided into a rainwater cleaning ditch (12) and a waterscape cleaning ditch (15).
2. The split-flow drain structure of claim 1, wherein: the left end and the right end of the hot galvanizing equilateral angle steel (16) are both fixed with a catching hook (17) in the reinforced concrete base (11).
3. A split-flow drain structure according to claim 1 or 2, wherein: a mud mixing soil layer (7) and a crushed stone layer (8) are sequentially arranged below the rainwater sewage pool (5) from top to bottom, a sewage drain ditch (10) is arranged below the crushed stone layer (8), and a sewage discharge pipe (9) communicated with a stainless steel drainage ditch (13) is arranged on the sewage drain ditch.
4. A split-flow drain structure according to claim 3, wherein: the width ratio of the left part and the right part of the gravel layer (2) separated by the galvanized steel separation plate (14) in the cross section is 1/2.
5. The split-flow drain structure of claim 4, wherein: the stainless steel grate (4) is a combined stainless steel grate with the width of 130mm and the width of 60 mm.
6. The split-flow drain structure of claim 5, wherein: the protruding concrete base (6) is flush with the gravel layer (2), and the rainwater sewage pool (5) is positioned above the protruding concrete base (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922097803.4U CN211341066U (en) | 2019-11-28 | 2019-11-28 | Shunting escape canal structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922097803.4U CN211341066U (en) | 2019-11-28 | 2019-11-28 | Shunting escape canal structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211341066U true CN211341066U (en) | 2020-08-25 |
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ID=72106012
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922097803.4U Expired - Fee Related CN211341066U (en) | 2019-11-28 | 2019-11-28 | Shunting escape canal structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211341066U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115491946A (en) * | 2022-10-21 | 2022-12-20 | 中国电建集团昆明勘测设计研究院有限公司 | Rainwater quality-based recovery processing device for airport runway |
-
2019
- 2019-11-28 CN CN201922097803.4U patent/CN211341066U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115491946A (en) * | 2022-10-21 | 2022-12-20 | 中国电建集团昆明勘测设计研究院有限公司 | Rainwater quality-based recovery processing device for airport runway |
| CN115491946B (en) * | 2022-10-21 | 2023-07-21 | 中国电建集团昆明勘测设计研究院有限公司 | Rainwater quality-classifying recovery processing device for airport runway |
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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: 20200825 Termination date: 20211128 |
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| CF01 | Termination of patent right due to non-payment of annual fee |