CN111719504A - Ecological landscape ditch and construction process thereof - Google Patents
Ecological landscape ditch and construction process thereof Download PDFInfo
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- CN111719504A CN111719504A CN202010497183.8A CN202010497183A CN111719504A CN 111719504 A CN111719504 A CN 111719504A CN 202010497183 A CN202010497183 A CN 202010497183A CN 111719504 A CN111719504 A CN 111719504A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
- E02B5/02—Making or lining canals
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- General Engineering & Computer Science (AREA)
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Abstract
The invention relates to an ecological landscape ditch which comprises a drainage ditch and a reservoir, wherein the reservoir comprises a water storage cavity, a waterproof layer, a pouring layer and a tamping layer which are sequentially arranged from top to bottom; a plurality of main ribs are arranged in the pouring layer along the length direction of the pouring layer, the main ribs are connected with auxiliary ribs together, and two ends of the length of each auxiliary rib are inserted into the soil layer; and supporting ribs are vertically arranged in the pouring layer, one ends of the supporting ribs are positioned in the pouring layer, and the other ends of the supporting ribs are inserted in the tamping layer. The invention has the effect of stable structure and cracking reduction.
Description
Technical Field
The invention relates to the technical field of ditches, in particular to an ecological landscape ditch and a construction process thereof.
Background
In order to improve the water and soil conservation of urban parks and ensure the irrigation and drainage, particularly the drainage, the ecological landscape ditch is widely applied to the construction of the urban parks, and meanwhile, along with the development of social economy, the protection consciousness of society on the ecological environment is enhanced, so that the importance of components is gradually recognized and a good ditch ecological system is maintained.
The prior Chinese patent with the publication number of CN208777413U provides an ecological landscape ditch, wherein a reservoir is arranged at the bottom of a drainage ditch, a drainage pipe is arranged on the side wall of the drainage ditch, and the drainage pipe is communicated with the reservoir; a water drawing cotton strip is arranged in the drainage ditch, one end of the water drawing cotton strip is in contact with the soil layer, and the other end of the water drawing cotton strip extends into the water storage pond.
The above prior art solutions have the following drawbacks: a large amount of rainwater is collected in the reservoir and water is supplied to the soil layer through the water drawing cotton strip, but the soil layer is soft after long-term use, and the reservoir is easy to crack due to local sedimentation, so that improvement is needed.
Disclosure of Invention
Aiming at the defects in the prior art, the invention aims to provide an ecological landscape ditch and a construction process thereof, wherein the ecological landscape ditch has the advantages of stable structure and cracking reduction.
The above object of the present invention is achieved by the following technical solutions:
an ecological landscape ditch comprises a drainage ditch and a reservoir, wherein the reservoir comprises a water storage cavity, a waterproof layer, a pouring layer and a tamping layer from top to bottom in sequence; a plurality of main ribs are arranged in the pouring layer along the length direction of the pouring layer, the main ribs are connected with auxiliary ribs together, and two ends of the length of each auxiliary rib are inserted into the soil layer; and supporting ribs are vertically arranged in the pouring layer, one ends of the supporting ribs are positioned in the pouring layer, and the other ends of the supporting ribs are inserted in the tamping layer.
By adopting the technical scheme, the water storage tank consists of the water storage cavity, the waterproof layer, the pouring layer and the tamping layer, the waterproof layer plays a waterproof role, the phenomenon that the ditch is settled and cracked due to loose soil and water caused by the fact that water flow penetrates into the ground is reduced, and meanwhile, the strength of the whole ditch is greatly improved due to the arrangement of the pouring layer, and the ditch is not easy to crack and deform; the arrangement of the tamping layer further reduces the permeation of water flow, and the invention has stable structure, excellent waterproof performance and difficult cracking.
The invention is further configured to: the waterproof layer comprises a cushion layer, a polyvinyl chloride geomaterials pad film laid on the cushion layer and an SGS polypropylene waterproof film laid on the polyvinyl chloride geomaterials pad film.
By adopting the technical scheme, the waterproof layer consists of the cushion layer, the polyvinyl chloride geotechnical material pad membrane and the SGS polypropylene waterproof membrane, wherein the polyvinyl chloride geotechnical material pad membrane and the SGS polypropylene waterproof membrane are flexible waterproof membranes, so that the groove settlement can be prevented, and the deformation resistance and the waterproof performance of the groove are improved.
The invention is further configured to: a first yellow clay layer covers the SGS polypropylene ethylene waterproof film, and aquatic plants are planted on the first yellow clay layer; a plurality of water retaining dams are uniformly arranged on the first yellow clay layer along the length direction of the first yellow clay layer; pebbles are paved on the first yellow clay layer.
By adopting the technical scheme, the SGS polypropylene ethylene waterproof film is covered with the yellow clay layer, the aquatic plants are planted on the yellow clay layer, the rainwater on the first yellow clay layer is intercepted by the retaining dam, the nutrients are improved for the aquatic plants, the rainwater is fully utilized, and the ecological environment is favorably improved.
The invention is further configured to: the rammed layer includes a bottom layer and a second yellow clay layer disposed on the bottom layer.
By adopting the technical scheme, the tamping layer consists of the bottom layer and the second yellow clay, and the second yellow clay is formed by layering and tamping the yellow clay, so that the stability and the waterproofness of the tamping layer are further improved.
The invention is further configured to: the escape canal includes a plurality of concatenation cell bodies of splicing each other, adjacent two be provided with sealed the pad between the concatenation cell body, the mounting groove that the side card that supplies the concatenation cell body was gone into is seted up to sealed width direction's both sides.
Through adopting above-mentioned technical scheme, the escape canal is formed by the concatenation of a plurality of concatenation cell bodies, and the mounting means is simple quick, seals up the gap between two adjacent concatenation cell bodies through sealed the pad, and is sealed respond well.
The invention is further configured to: an ecological plant growth system is arranged in the splicing tank body, and comprises a chassis and paddy-upland symbiotic plants planted on the chassis; the chassis is provided with a culture tank for water and drought symbiotic plant planting; the cultivation tank is filled with cultivation soil for the growth of the amphibious symbiotic plants, a plurality of through holes are formed in the tank body of the cultivation tank, water drawing cotton slivers are filled in the through holes, one end of each water drawing cotton sliver in the length direction is located in the cultivation soil, and the other end of each water drawing cotton sliver is located in the water layer in the water storage cavity.
Through adopting above-mentioned technical scheme, through set up ecological plant growth system in the splice groove body, improve ecological environment, plant the floods and droughts and live together the plant on the chassis, through drawing the internal rainwater of water silver absorption groove to provide the nutrient to the floods and droughts and live together the plant, carry out make full use of, improve ecological environment to the rainwater.
The invention is further configured to: the supporting device is characterized in that at least two supporting rods are arranged on two sides of the chassis in the width direction and are respectively positioned at two ends of the length of the chassis, an installation upright post for the supporting rods to be sleeved in is arranged on the side wall of the spliced groove body, and an open slot for the supporting rods to slide from the pipe orifice of the installation upright post is formed in the installation upright post along the length direction of the installation upright post.
Through adopting above-mentioned technical scheme, when the installation chassis, set up the bracing piece in the open slot, realize the quick installation to the chassis to simultaneously, in order to dismantle the chassis in order to clear up the mediation to the ditch inslot.
The invention is further configured to: the outer side wall of the mounting upright post is in threaded connection with a locking nut used for tightly abutting against the supporting rod.
Through adopting above-mentioned technical scheme, lock the bracing piece on the installation stand through lock nut, further fix the bracing piece to the fixed on chassis has been strengthened.
The second aim of the invention is realized by the following technical scheme:
a construction process of an ecological landscape ditch comprises the following steps:
s01, construction preparation: measuring and paying off, crushing a raw cement concrete road surface, excavating a groove, and manually picking up a bottom;
s02, laying of a rammed layer: firstly, paving artificial sand at the bottom and the side wall of the groove to form a bottom layer; then laying a layer of yellow clay on the bottom layer to form a second yellow clay layer, wherein the thickness of the second yellow clay layer is 20-30mm, and tamping the layers in layers;
s03, pouring of a pouring layer: paving cement mortar on the tamping layer to form a pouring layer; in the pouring process, the main reinforcement, the auxiliary reinforcement and the support reinforcement are fixedly bound through steel wires and then are embedded in cement mortar until the solidification molding is completed;
s04, laying a waterproof layer: firstly, laying a foam cushion layer on a pouring layer, then laying a polyvinyl chloride geomaterials cushion film on the foam cushion layer, laying an SGS (glass fiber reinforced polystyrene) polypropylene waterproof film with the thickness of 1.5-2.0mm, and laying three layers in a criss-cross manner; then, a layer of yellow clay with the thickness of 100-300mm is laid on the SGS polypropylene ethylene waterproof film, and the yellow clay is tamped in a layered manner to form a first yellow clay layer;
planting aquatic plants: a water retaining dam with a triangular section is manufactured on the first yellow clay layer through yellow clay; paving a layer of pebbles on the first yellow clay layer, then planting aquatic plants on the first yellow clay layer, and adding clear water between the retaining dams in the planting process;
s05, mounting of a drainage ditch: sequentially installing the spliced groove bodies in the grooves, and hermetically connecting and clamping the spliced groove bodies through sealing gaskets to form a water storage cavity between the bottom wall of the drainage ditch and the first yellow clay layer;
s06, fixing the mounting upright post on the splicing groove body through a screw, then clamping the edge of the supporting rod in the open slot, and tightly riveting the supporting rod on the mounting upright post through a locking nut; then the amphibious plant is planted on the chassis, and the water-drawing cotton sliver is installed.
By adopting the technical scheme, the water storage tank consists of the water storage cavity, the waterproof layer, the pouring layer and the tamping layer, the waterproof layer plays a waterproof role, the phenomenon that the ditch is settled and cracked due to loose soil and water caused by the fact that water flow penetrates into the ground is reduced, and meanwhile, the strength of the whole ditch is greatly improved due to the arrangement of the pouring layer, and the ditch is not easy to crack and deform; the arrangement of the tamping layer further reduces the permeation of water flow, and the invention has stable structure, excellent waterproof performance and difficult cracking.
In conclusion, the beneficial technical effects of the invention are as follows:
1. the water storage tank consists of a water storage cavity, a waterproof layer, a pouring layer and a tamping layer, the waterproof layer plays a role in waterproofing, the settlement and cracking of a ditch caused by the fact that soil and water are soft due to the fact that water flow penetrates into the ground are reduced, meanwhile, the strength of the whole ditch is greatly improved due to the arrangement of the pouring layer, and the ditch is not prone to cracking and deformation; the arrangement of the tamping layer further reduces the permeation of water flow, and the waterproof paint has a stable structure, excellent waterproof performance and is not easy to crack;
2. the invention effectively carries out secondary utilization on rainwater, and aquatic plants and amphibious plants are planted in the ditch, thereby fully utilizing the rainwater and improving the ecological environment.
Drawings
FIG. 1 is a schematic structural diagram of an ecological landscape ditch in the embodiment.
Fig. 2 is an enlarged view of a portion a in fig. 1.
Fig. 3 is an enlarged view of a portion B in fig. 1.
Fig. 4 is a sectional view for embodying a drainage ditch structure in the embodiment.
In the figure, 1, a drainage ditch; 11. splicing the groove bodies; 2. a reservoir; 21. a water storage cavity; 22. a waterproof layer; 221. a cushion layer; 222. a polyvinyl chloride geomembrane; 223. an SGS polypropylene ethylene waterproof film; 23. pouring a layer; 231. a main rib; 232. a secondary rib; 233. supporting ribs; 24. tamping the layer; 241. a bottom layer; 242. a second yellow clay layer; 3. a first yellow clay layer; 31. retaining water in a dam; 4. a gasket; 41. mounting grooves; 5. a chassis; 51. a support bar; 52. a culture tank; 53. a through hole; 6. mounting the upright post; 61. an open slot; 62. locking the nut; 7. drawing a water cotton sliver.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 2, the ecological landscape ditch disclosed by the invention comprises a drainage ditch 1 and a reservoir 2 arranged below the drainage ditch 1, wherein the reservoir 2 is connected with the drainage ditch 1 through a pipeline; the water storage tank 2 sequentially comprises a water storage cavity 21, a waterproof layer 22, a pouring layer 23 and a tamping layer 24 from top to bottom. A plurality of main ribs 231 are uniformly arranged in the pouring layer 23 along the length direction of the drainage ditch 1 and are connected with auxiliary ribs 232 together; and still set up the vertical brace rod 233 that is provided with in pouring layer 23, brace rod 233 length direction's one end is located pouring layer 23, and the other end is inserted and is established in ramming layer 24, and simultaneously, brace rod 233, main muscle 231 and vice muscle 232 link together through the steel wire is tied up, pours layer 23 and pours the time pre-buried in cement mortar.
Referring to fig. 1, the waterproof layer 22 includes a cushion layer 221, a polyvinyl chloride geomaterial mat film 222 laid on the cushion layer 221, and an SGS polypropylene waterproof film 223 laid on the polyvinyl chloride geomaterial mat film 222; wherein, the cushion layer 221 is a foam board, which mainly plays a role of protecting the main structure of the reservoir 2 and has good moisture-proof performance; the polyvinyl chloride geomaterials pad film 222 and the SGS polypropylene waterproof film 223 are flexible waterproof films, so that the settlement of the groove can be prevented, and the deformation resistance and the waterproof performance of the groove are improved. The SGS polypropylene ethylene waterproof film 223 is covered with a first yellow clay layer 3, and aquatic plants (not shown in the figure) are planted on the first yellow clay layer 3; a plurality of retaining dams 31 are integrally formed on the first yellow clay layer 3, the retaining dams 31 are uniformly arranged along the length direction of the first yellow clay layer 3, and aquatic plants are positioned between two adjacent retaining dams 31, so that a small amount of rainwater is accumulated between the retaining dams 31 to provide water for the aquatic plants. Pebbles are paved on the first yellow clay layer 3, and play a role in reinforcing aquatic plants, so that the loss of water and soil between the retaining dams 31 is reduced.
Referring to fig. 1, rammed layer 24 includes a bottom layer 241 and a second yellow clay layer 242 disposed on bottom layer 241, where bottom layer 241 is laid with artificial sand and a layer of yellow clay is laid on bottom layer 241 to form second yellow clay layer 242.
Referring to fig. 1 and 3, the drainage ditch 1 comprises a plurality of spliced groove bodies 11 which are spliced with each other, an ecological plant growth system is arranged in each spliced groove body 11, and each ecological plant growth system comprises a chassis 5 and paddy-upland field plants (not shown in the figure) planted on the chassis 5; wherein 5 width direction's in chassis both sides all weld have two at least bracing pieces 51, and two bracing pieces 51 are located 5 length direction's in chassis both ends respectively, and the inside wall of concatenation cell body 11 passes through the vertical installation stand 6 that is fixed with of screw, and the installation stand 6 offers the open slot 61 that supplies bracing piece 51 to take along the length direction of installation stand 6 towards the mouth of pipe of top. The outer side wall of the mounting upright 6 is in threaded connection with a locking nut 62 which tightly presses the support rod 51 in the open slot 61.
Referring to fig. 3, a culture tank 52 for planting the aquaponics and upland plants is formed in the base plate 5, culture soil for the aquaponics and upland plants is filled in the culture tank 52, a plurality of through holes 53 are formed in the bottom wall of the culture tank 52, a water drawing cotton strip 7 is filled in the through holes 53, one end of the water drawing cotton strip 7 in the length direction is located in the culture soil, the other end of the water drawing cotton strip 7 is located in the water layer of the water storage cavity 21, and water in the water storage cavity 21 is absorbed through the water drawing cotton strip 7 and is supplied to the.
Referring to fig. 1 and 4, be provided with sealed 4 between two adjacent concatenation cell bodies 11, the mounting groove 41 that supplies the border of concatenation cell body 11 to fill in is seted up respectively to the both sides of sealed 4 width directions that fill up, carries out the gap between two adjacent concatenation cell bodies 11 through sealed 4 and seals, and then reduces rivers and permeate to escape canal 1 below.
A construction process applied to the ecological landscape ditch comprises the following steps:
s01, construction preparation: measuring and paying off, crushing a raw cement concrete road surface, excavating a groove, and manually picking up a bottom;
s02, laying of rammed layer 24: firstly, paving artificial sand at the bottom and the side wall of the groove to form a bottom layer 241; then, paving a layer of yellow clay on the bottom layer 241 to form a second yellow clay layer 242, wherein the thickness of the second yellow clay layer 242 is 20-30mm, and tamping the layers in a layering manner;
s03, pouring the pouring layer 23: paving cement mortar on the tamping layer 24 to form a pouring layer 23; in the pouring process, the main reinforcement 231, the auxiliary reinforcement 232 and the support reinforcement 233 are fixedly bound by steel wires and then embedded in cement mortar until the solidification molding is completed;
s04, laying waterproof layer 22: firstly, laying a foam cushion layer 221 on a pouring layer 23, then laying a polyvinyl chloride geomaterial cushion film 222 on the foam cushion layer 221, laying an SGS (glass reinforced polystyrene) polypropylene waterproof film 223 with the thickness of 1.5-2.0mm, and laying three layers in a criss-cross manner; then, a layer of yellow clay with the thickness of 100-300mm is laid on the SGS polypropylene ethylene waterproof membrane 223, and the yellow clay is subjected to layering and tamping to form a first yellow clay layer 3;
planting aquatic plants: a water retaining dam 31 with a triangular section is manufactured on the first yellow clay layer 3 through yellow clay; paving a layer of pebbles on the first yellow clay layer 3, then planting aquatic plants on the first yellow clay layer, and adding clear water between the retaining dams 31 in the planting process;
s05, installation of drain 1: sequentially installing the spliced groove bodies 11 in the grooves, and hermetically connecting and clamping the spliced groove bodies 11 through the sealing gaskets 4 to form a water storage cavity 21 between the bottom wall of the drainage ditch 1 and the first yellow clay layer 3;
s06, fixing the mounting upright post 6 on the splicing groove body 11 through a screw, then clamping the supporting rod 51 in the open groove 61, and tightly riveting the supporting rod 51 on the mounting upright post 6 through the locking nut 62; then the amphibious plant is planted on the chassis 5 and the water drawing cotton strip 7 is installed.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (9)
1. The utility model provides an ecological view ditch, includes escape canal (1) and cistern (2), its characterized in that: the water storage tank (2) comprises a water storage cavity (21), a waterproof layer (22), a pouring layer (23) and a tamping layer (24) from top to bottom in sequence; a plurality of main ribs (231) are arranged in the pouring layer (23) along the length direction of the drainage ditch (1), the main ribs (231) are connected with auxiliary ribs (232) together, and two ends of the length of each auxiliary rib (232) are inserted into the soil layer; and a support rib (233) is vertically arranged in the pouring layer (23), one end of the support rib (233) is positioned in the pouring layer (23), and the other end of the support rib (233) is inserted in the tamping layer (24).
2. The ecological landscape ditch of claim 1, wherein: the waterproof layer (22) comprises a cushion layer (221), a polyvinyl chloride geomaterial pad film (222) laid on the cushion layer (221), and an SGS polypropylene waterproof film (223) laid on the polyvinyl chloride geomaterial pad film (222).
3. The ecological landscape ditch of claim 2, wherein: a first yellow clay layer (3) covers the SGS polypropylene ethylene waterproof film (223), and aquatic plants are planted on the first yellow clay layer (3); a plurality of water retaining dams (31) are uniformly arranged on the first yellow clay layer (3) along the length direction of the first yellow clay layer; pebbles are paved on the first yellow clay layer (3).
4. The ecological landscape ditch of claim 1, wherein: the rammed layer (24) includes a base layer (241) and a second yellow clay layer (242) disposed on the base layer (241).
5. The ecological landscape ditch of claim 1, wherein: escape canal (1) includes a plurality of concatenation cell bodies (11) of splicing each other, adjacent two be provided with sealed pad (4) between concatenation cell body (11), the mounting groove (41) that supply the side card of concatenation cell body (11) to go into are seted up to sealed pad (4) width direction's both sides.
6. The ecological landscape ditch of claim 5, wherein: an ecological plant growth system is arranged in the splicing tank body (11), and the ecological plant growth system comprises a chassis (5) and paddy-upland symbiotic plants planted on the chassis (5); a culture tank (52) for planting the water-supply and drought-compatible plants is arranged on the chassis (5); the cultivation tank (52) is filled with cultivation soil for the growth of the amphibious plant, a plurality of through holes (53) are formed in the tank body of the cultivation tank (52), a water drawing cotton strip (7) is filled in the through holes (53), one end of the water drawing cotton strip (7) in the length direction is located in the cultivation soil, and the other end of the water drawing cotton strip is located in the water layer in the water storage cavity (21).
7. The ecological landscape ditch of claim 6, which is characterized in that: the utility model discloses a splicing groove, including chassis (5), bracing piece (51), installation stand (6) are provided with the installation stand (51) that supply bracing piece (51) to embolia on the lateral wall of concatenation cell body (11), installation stand (6) are seted up along its length direction and are supplied bracing piece (51) to have open slot (61) that slide by the mouth of pipe of installation stand (6) to chassis (5) width direction's both sides all are provided with two at least bracing pieces (51), two bracing pieces (51) are located the both ends of chassis (5) length.
8. The ecological landscape ditch of claim 7, wherein: the outer side wall of the mounting upright post (6) is in threaded connection with a locking nut (62) used for tightly abutting against the support rod (51).
9. The construction process applied to the ecological landscape ditch according to the claims 1 to 8, is characterized in that: the method comprises the following steps:
s01, construction preparation: measuring and paying off, crushing a raw cement concrete road surface, excavating a groove, and manually picking up a bottom;
s02, laying of the tamping layer (24): firstly, paving artificial sand at the bottom and the side wall of the groove to form a bottom layer (241); then, paving a layer of yellow clay on the bottom layer (241) to form a second yellow clay layer (242), wherein the thickness of the second yellow clay layer (242) is 20-30mm, and tamping the layers in a layering manner;
s03, pouring the pouring layer (23): paving cement mortar on the tamping layer (24) to form a pouring layer (23); in the pouring process, the main reinforcement (231), the auxiliary reinforcement (232) and the support reinforcement (233) are fixedly bound by steel wires and then embedded in cement mortar until the solidification molding is completed;
s04, laying of a waterproof layer (22): firstly, paving a foam cushion layer (221) on a pouring layer (23), then paving a polyvinyl chloride geomaterials cushion film (222) on the foam cushion layer (221), paving a SGS (glass fiber reinforced polystyrene) waterproof film (223) with the thickness of 1.5-2.0mm, and paving three layers in a criss-cross mode; then, a layer of yellow clay with the thickness of 100-300mm is laid on the SGS polypropylene ethylene waterproof membrane (223), and the yellow clay is subjected to layering and tamping to form a first yellow clay layer (3);
planting aquatic plants: a water retaining dam (31) with a triangular section is manufactured on the first yellow clay layer (3) through yellow clay; paving a layer of pebbles on the first yellow clay layer (3), then planting aquatic plants on the first yellow clay layer, and adding clear water between the water retaining dams (31) in the planting process;
s05, installation of the drainage ditch (1): sequentially installing the splicing groove bodies (11) in the grooves, and hermetically connecting and clamping the splicing groove bodies (11) through the sealing gaskets (4) to form a water storage cavity (21) between the bottom wall of the drainage ditch (1) and the first yellow clay layer (3);
s06, fixing the mounting upright post (6) on the splicing groove body (11) through a screw, then clamping the supporting rod (51) in the open slot (61), and tightly riveting the supporting rod (51) on the mounting upright post (6) through a locking nut (62); then the amphibious plant is planted on the chassis (5) and the water drawing cotton sliver (7) is installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010497183.8A CN111719504A (en) | 2020-06-04 | 2020-06-04 | Ecological landscape ditch and construction process thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010497183.8A CN111719504A (en) | 2020-06-04 | 2020-06-04 | Ecological landscape ditch and construction process thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111719504A true CN111719504A (en) | 2020-09-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010497183.8A Pending CN111719504A (en) | 2020-06-04 | 2020-06-04 | Ecological landscape ditch and construction process thereof |
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| Country | Link |
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| CN (1) | CN111719504A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116813165A (en) * | 2023-08-31 | 2023-09-29 | 北京高能时代环境技术股份有限公司 | In-situ treatment method of sludge pond |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205444254U (en) * | 2015-11-24 | 2016-08-10 | 中国建筑第八工程局有限公司 | Deformation joint structure |
| CN106145374A (en) * | 2016-09-21 | 2016-11-23 | 湖南天泉生态草业工程有限公司 | A kind of ecological canal with repair function and the laying method of these irrigation canals and ditches |
| CN207228298U (en) * | 2017-06-08 | 2018-04-13 | 宿迁学院 | A kind of landscape drought small stream structure |
| CN208586563U (en) * | 2018-06-19 | 2019-03-08 | 深圳鹏基园林有限公司 | Gardens streams |
| CN208777413U (en) * | 2018-08-21 | 2019-04-23 | 苏州古镇联盟建筑设计有限公司 | A kind of ecological type landscape ditch |
-
2020
- 2020-06-04 CN CN202010497183.8A patent/CN111719504A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205444254U (en) * | 2015-11-24 | 2016-08-10 | 中国建筑第八工程局有限公司 | Deformation joint structure |
| CN106145374A (en) * | 2016-09-21 | 2016-11-23 | 湖南天泉生态草业工程有限公司 | A kind of ecological canal with repair function and the laying method of these irrigation canals and ditches |
| CN207228298U (en) * | 2017-06-08 | 2018-04-13 | 宿迁学院 | A kind of landscape drought small stream structure |
| CN208586563U (en) * | 2018-06-19 | 2019-03-08 | 深圳鹏基园林有限公司 | Gardens streams |
| CN208777413U (en) * | 2018-08-21 | 2019-04-23 | 苏州古镇联盟建筑设计有限公司 | A kind of ecological type landscape ditch |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116813165A (en) * | 2023-08-31 | 2023-09-29 | 北京高能时代环境技术股份有限公司 | In-situ treatment method of sludge pond |
| CN116813165B (en) * | 2023-08-31 | 2023-11-28 | 北京高能时代环境技术股份有限公司 | In-situ treatment method of sludge pond |
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Application publication date: 20200929 |
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