CN209368986U - A kind of ecotype gutter - Google Patents

A kind of ecotype gutter Download PDF

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Publication number
CN209368986U
CN209368986U CN201821930074.5U CN201821930074U CN209368986U CN 209368986 U CN209368986 U CN 209368986U CN 201821930074 U CN201821930074 U CN 201821930074U CN 209368986 U CN209368986 U CN 209368986U
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CN
China
Prior art keywords
layer
concrete layer
eco
hole
soil horizon
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Expired - Fee Related
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CN201821930074.5U
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Chinese (zh)
Inventor
刘建红
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Shaanxi Communications Highway Design Research Institute Co Ltd
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Shaanxi Communications Highway Design Research Institute Co Ltd
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Priority to CN201821930074.5U priority Critical patent/CN209368986U/en
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Publication of CN209368986U publication Critical patent/CN209368986U/en
Expired - Fee Related legal-status Critical Current
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Abstract

The utility model relates to a kind of environmental gutters in municipal drainage field, the main points of its technical scheme are that environmental gutter, including ditch body and framework of steel reinforcement, the section of framework of steel reinforcement is in U-shape, ditch body includes eco-filtration layer and the concrete layer that is arranged on eco-filtration layer, framework of steel reinforcement is set in concrete layer, the through-flow component connecting with eco-filtration layer is provided on concrete layer, several retention components are arranged at intervals in ditch body, retention component includes the delay hole being provided on concrete layer, it is detained in hole and is provided with filter plate, it is connected between filter plate and delay hole by connection component, delay hole side is provided with choked flow zone on concrete layer.The sundries precipitated in rainwater is subjected to centralized collection by the retention component of design, is convenient to clean, manpower loss is reduced;The leakage hole of design can slow down the discharge pressure of urban road drainage system;The eco-filtration layer of design can carry out a degree of purification and filtering to rainwater.

Description

A kind of ecotype gutter
Technical field
The utility model relates to municipal drainage field more particularly to a kind of environmental gutters.
Background technique
Eco-drainage ditch is on the ground that bottom of trench and furrow bank are protected using plant measures or plant measures incorporation engineering measure Drainage channel.Compared with traditional bricklaying draining, eco-drainage ditch low cost, landscape effect are good, ecological benefits are high.
Notification number is that the Chinese patent of CN206855563U discloses a kind of eco-drainage ditch, including ditch body, storage chamber, on End is located in ditch body and lower end is connected to the drainage tube of storage chamber, and drainage tube upper end side wall is provided with draining hole, drainage tube upper end It is additionally provided with the kickboard for being articulated with drainage tube side wall and covering draining hole, is fixedly connected with filter layer on ditch body, and set on filter layer It is equipped with ecologic planting layer, the capillary water supplying pipe one for being connected to ecologic planting layer is provided in storage chamber, is provided with lower end in ditch body Positioned at ditch body and upper end is located at the capillary water supplying pipe two in ecologic planting layer.
Eco-drainage ditch working principle: pavement of road rainwater is flowed into ditch body when rainfall, is seeped downwards under the effect of gravity Thoroughly by ecologic planting layer and filter layer, ecologic planting layer and filter layer are filtered and purify to rainwater;Rainwater is discharged into ditch body It flows and drains along ditch body afterwards;When the lasting heavy rainfall of experience, when the rainwater of ditch body has little time to drain, on the intracorporal water level of ditch It rises, when water level is risen at kickboard, kickboard is overturn under buoyancy, and draining hole is opened, and rainwater enters storage along drainage tube In water cavity, the super absorbent resin in storage chamber largely absorbs moisture, accumulates to rainwater, slows down the draining of eco-drainage ditch Pressure avoids rainwater from flooding pavement of road, causes security risk to pedestrian and vehicle.After rainfall, accumulation in storage chamber Moisture by the capillary phenomenon of capillary water supplying pipe two be that ecologic planting layer supplies water, to make full use of rainwater resource.
But when the Demonstration for Ecological Sanitation ditch water discharge, can not to the sundries in rainwater carry out centralized collection so that gutter into Row drain cleaner and rubbish are more troublesome when storing, and a large amount of manpowers can be lost.
Utility model content
The purpose of this utility model is to provide a kind of environmental gutter, the retention component of design will precipitate in rainwater Sundries carries out centralized collection, so that being convenient to clean, reduces manpower loss.
The above-mentioned purpose of the utility model has the technical scheme that
A kind of ecotype gutter, including ditch body and framework of steel reinforcement, the section of the framework of steel reinforcement are in U-shape setting, described Ditch body includes eco-filtration layer and the concrete layer that is arranged on eco-filtration layer, and the framework of steel reinforcement is set to the concrete In layer, it is provided with the through-flow component connecting with eco-filtration layer on the concrete layer, is arranged at intervals in the ditch body Several retention components on the concrete layer and for receiving stagnant sundries, the retention component include being provided with the coagulation The delay being detained for sundries on soil layer is cheated, and filter plate, the filter plate and the delay hole are provided in the delay hole Between by connection component connect, on the concrete layer close to delays cheat side be provided with choked flow zone, the choked flow Band is arranged perpendicular to rainwater flow direction along its length, and is located at delay hole close to along the dirty side of water (flow) direction.
By implementing above-mentioned technical proposal, rainwater is flowed into ditch body along pavement of road when rainfall, wherein part rainwater will Eco-filtration layer can be flowed by through-flow component, so that eco-filtration layer is filtered rainwater, then to the soil of gutter two sides Earth is irrigated, remaining rainwater will be drained by ditch body, and during rainwater is discharged, the sundries in rainwater is by being detained Component, choked flow zone stop the sundries in rainwater, sundries are received stagnant in delay hole, sundries will pass through at this time Filter plate is trapped on filter plate, and rainwater, which flows into, is detained hole bottom;In this way during draining, it can will precipitate in rainwater Sundries carries out centralized collection, is convenient to clean, and reduces manpower loss.
The utility model is further arranged to, and the delay hole is in inverted round table shape.
By implementing above-mentioned technical proposal, rainwater can be increased in the delay hole of inverted round table shape setting and enter delay hole Area, convenient for rainwater entrance, and the peripheral wall for being detained hole is oblique, so that sundries is not easy to cheat interior abjection from delay.
The utility model is further arranged to, and the connection component includes being located at the edge for being detained hole on concrete layer The hook at the filter plate edge is arranged in several caulking grooves and several corresponding caulking grooves of locating setting, and the hook is matched with the caulking groove Close mounting.
By implementing above-mentioned technical proposal, hook is directed at caulking groove, filter plate is placed downwards and makes in hook insertion caulking groove, Filter plate is articulated in delay hole at this time;The installation of filter plate is convenient in the setting of hook and caulking groove, and makes filter plate removable, When needing to clear up filter plate, hook is taken out out of caulking groove, the sundries cleared up on filter plate of being more convenient in this way.
The utility model is further arranged to, and the hook surface is provided with the hand slot taken out convenient for filter plate.
By implementing above-mentioned technical proposal, the main function of hand slot is to facilitate taking-up filter plate, clears up sundries.
The utility model is further arranged to, and the through-flow component includes several leaks through concrete layer setting Hole.
By implementing above-mentioned technical proposal, the setting of leakage hole penetrates into eco-filtration layer convenient for rainwater, to carry out Water Quality Office Reason, and realize the shunting processing of rainwater, reduce the discharge pressure in gutter.
The utility model is further arranged to, and the eco-filtration layer includes the first soil horizon and the second soil horizon, described The setting of second soil horizon deviates from concrete layer side in the first soil horizon, and first soil horizon is provided with greatly close to concrete layer side The top half of first soil horizon is arranged in macroporous adsorbent resin layer, the macroporous absorbent resin layer.
By implementing above-mentioned technical proposal, macroporous absorbent resin, which can absorb, is equivalent to own wt into hundred times of water, works as incident It meets and continues heavy rainfall, when water level reaches macroporous absorbent resin layer height, the adsorbable a large amount of rainwater of macroporous absorbent resin are big by rainwater Amount storage is stagnant in storage chamber, slows down the discharge pressure of urban road drainage system.
The utility model is further arranged to, and is provided with gravel between the macroporous absorbent resin layer and the first soil horizon Layer.
By implementing above-mentioned technical proposal, after rainwater is by leakage hole and macroporous absorbent resin, into gravel layer, gravel layer To playing the role of primary filtration in rainwater.
The utility model is further arranged to, and is provided with rotten mosses ash between first soil horizon and second soil horizon Layer.
Soil horizon is passed through, then flow into turf grieshoch, most by implementing above-mentioned technical proposal after rainwater passes through gravel layer After flow into soil horizon;Turfy soil is good plant growing medium, and one layer of loam is arranged below turfy soil as matrix, water conservation Fertilizer conservation.
In conclusion the utility model has the following beneficial effects:
One, the sundries precipitated in rainwater is carried out centralized collection by the retention component in the gutter, design, is convenient to clean, is subtracted Few manpower loss;
Two, gutter, several leakage holes of design, can slow down the discharge pressure of urban road drainage system;
Three, the gutter, the eco-filtration layer of design can carry out a degree of purification and filtering to rainwater.
Detailed description of the invention
Fig. 1 is the partial schematic diagram of the utility model embodiment.
Fig. 2 is the portion the A enlarged diagram of the utility model embodiment.
Appended drawing reference: 1, ditch body;11, it is detained hole;12, caulking groove;13, concrete layer;2, framework of steel reinforcement;3, through-flow component; 31, leakage hole;4, retention component;41, choked flow zone;42, filter plate;43, it links up with;44, hand slot;5, macroporous absorbent resin layer;6, Gravel layer;7, the first soil horizon;8, turf grieshoch;9, the second soil horizon.
Specific embodiment
Below in conjunction with attached drawing, the technical solution of the utility model embodiment is described.
As shown in Figure 1, a kind of ecotype gutter, including ditch body 1 and framework of steel reinforcement 2, the section of framework of steel reinforcement 2 are in U-shape Setting, ditch body 1 include eco-filtration layer and the concrete layer 13 being arranged on eco-filtration layer, and framework of steel reinforcement 2 is set to coagulation In soil layer 13, several leakage holes 31 connecting with eco-filtration layer are provided with through concrete layer 13, eco-filtration layer includes setting Gravel layer 6, the first soil horizon 7, turf grieshoch 8 and the second soil horizon 9 below concrete layer 13 are set, wherein gravel layer 6, One soil horizon 7, turf grieshoch 8 and the second soil horizon 9 are in U-shape and by close to 13 sides of concrete layer to separate 13 side of concrete layer It sets gradually, macroporous absorbent resin layer 5 is equipped on gravel layer 6, the upper part of gravel layer 6 is arranged in macroporous absorbent resin layer 5.
As shown in Fig. 2, being arranged at intervals with several delay groups on concrete layer 13 and for receiving stagnant sundries in ditch body 1 Part 4, retention component 4 include the delay hole 11 being detained for sundries being provided on concrete layer 13, are detained on the side wall in hole 11 and set Several through-holes for being used to be connected to eco-filtration layer through concrete layer 13 are equipped with, being detained hole 11 is in inverted round table shape, and is detained It is provided with filter plate 42 in hole 11, is connected between filter plate 42 and delay hole 11 by connection component, connection component includes coagulation The hook at 42 edge of filter plate is arranged in the caulking groove 12 and corresponding caulking groove 12 that are located at the edge setting for being detained hole 11 on soil layer 13 43, hook 43 and caulking groove 12 are respectively set there are four and cooperate mounting, and the surface for linking up with 43 is provided through hand slot 44, are located at mixed 11 sides of delay hole are provided with choked flow zone 41 on solidifying soil layer 13, choked flow zone 41 is along its length perpendicular to rainwater prevalence side To, and be located at and be detained hole 11 close to dirty side.
The working principle of the utility model is: hook 43 is directed at caulking groove 12, filter plate 42 is placed downwards and makes hook 43 It is embedded in caulking groove 12, so that filter plate 42 is articulated in delay hole 11, rainwater is flowed into ditch body 1 along pavement of road when rainfall, For rainwater in ditch 1 drainage of body, the sundries in rainwater passes through choked flow zone 41, it will by the blocking from choked flow zone 41, gradually receives Stagnant to be detained in hole 11, the setting of filter plate 42 is so that sundries is separated with rainwater and stayed on filter plate 42, and is located at and is detained hole Rainwater in 11 will be flowed into gravel layer 6 by through-hole, finally be flowed into the second soil horizon 9;During draining, A part of rainwater flows into gravel layer 6 by leakage hole 31, then flows into the first soil horizon 7, then flow into turf grieshoch 8, finally flows Enter the second soil horizon 9;Remaining rainwater will be discharged along ditch body 1.Continue heavy rainfall when meeting with, water level reaches macroporous absorption tree When rouge 5 height of layer, rainwater flows into macroporous absorbent resin layer 5 by leakage hole 31, the adsorbable a large amount of rainwater of macroporous absorbent resin, Rainwater is largely stored stagnant in macroporous absorbent resin.

Claims (8)

1. a kind of ecotype gutter, including ditch body (1) and framework of steel reinforcement (2), which is characterized in that the framework of steel reinforcement (2) Section is in U-shape setting, and the ditch body (1) includes eco-filtration layer and the concrete layer (13) that is arranged on eco-filtration layer, institute It states framework of steel reinforcement (2) to be set in the concrete layer (13), be provided on the concrete layer (13) and eco-filtration The through-flow component (3) of layer connection, the ditch body (1) is interior to be arranged at intervals with several be located on the concrete layer (13) and for receiving The retention component (4) of stagnant sundries, the retention component (4) include being provided with being detained on the concrete layer (13) for sundries Be detained hole (11), be provided with filter plate (42) in delays hole (11), the filter plate (42) and the delay cheat (11) it Between by connection component connect, be located at the concrete layer (13) on close to delays cheat (11) side be provided with choked flow zone (41), the choked flow zone (41) is arranged perpendicular to rainwater flow direction along its length, and it is close to be located at delay hole (11) Along the dirty side of water (flow) direction.
2. a kind of environmental gutter according to claim 1, which is characterized in that the delay hole (11) is in inverted round table Shape.
3. a kind of environmental gutter according to claim 2, which is characterized in that the connection component includes concrete layer (13) several caulking grooves (12) and several corresponding caulking grooves (12) for being located at the edge setting for being detained hole (11) on are arranged in institute The hook (43) at filter plate (42) edge is stated, the hook (43) and the caulking groove (12) cooperation mount.
4. a kind of environmental gutter according to claim 3, which is characterized in that described hook (43) surface is provided with just In the hand slot (44) that filter plate (42) take out.
5. a kind of environmental gutter according to claim 1, which is characterized in that the through-flow component (3) includes running through Several leakage holes (31) of concrete layer (13) setting.
6. a kind of environmental gutter according to claim 1, which is characterized in that the eco-filtration layer includes the first soil Earth layer (7) and the second soil horizon (9), the second soil horizon (9) setting deviate from concrete layer (13) in the first soil horizon (7) Side, first soil horizon (7) are provided with macroporous absorbent resin layer (5) close to concrete layer (13) side, the macroporous absorption tree Rouge layer (5) is arranged in the upper part of first soil horizon (7).
7. a kind of environmental gutter according to claim 6, which is characterized in that the macroporous absorbent resin layer (5) with Gravel layer (6) are provided between first soil horizon (7).
8. a kind of environmental gutter according to claim 7, which is characterized in that first soil horizon (7) with it is described Turf grieshoch (8) are provided between second soil horizon (9).
CN201821930074.5U 2018-11-21 2018-11-21 A kind of ecotype gutter Expired - Fee Related CN209368986U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821930074.5U CN209368986U (en) 2018-11-21 2018-11-21 A kind of ecotype gutter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821930074.5U CN209368986U (en) 2018-11-21 2018-11-21 A kind of ecotype gutter

Publications (1)

Publication Number Publication Date
CN209368986U true CN209368986U (en) 2019-09-10

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Application Number Title Priority Date Filing Date
CN201821930074.5U Expired - Fee Related CN209368986U (en) 2018-11-21 2018-11-21 A kind of ecotype gutter

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114293620A (en) * 2021-12-27 2022-04-08 江苏自勤建设发展有限公司 Sponge urban rainwater recycling and circulating system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114293620A (en) * 2021-12-27 2022-04-08 江苏自勤建设发展有限公司 Sponge urban rainwater recycling and circulating system

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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190910

Termination date: 20201121