CN207619770U - A kind of permeable terrace of Quick drainage - Google Patents
A kind of permeable terrace of Quick drainage Download PDFInfo
- Publication number
- CN207619770U CN207619770U CN201721661038.9U CN201721661038U CN207619770U CN 207619770 U CN207619770 U CN 207619770U CN 201721661038 U CN201721661038 U CN 201721661038U CN 207619770 U CN207619770 U CN 207619770U
- Authority
- CN
- China
- Prior art keywords
- drainpipe
- gutter
- layer
- isocon
- quick drainage
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Abstract
The utility model discloses a kind of permeable terraces of Quick drainage, include plain soil layer, loaded filter, cement stabilizing layer, pervious concrete layer and supercrust from bottom to top, the permeable terrace at least side is equipped with gutter, and the supercrust is equipped with the rainwater sloping layer to gutter side；More drainpipes are equipped in the pervious concrete layer, the drainpipe tilts down setting and relatively low one end is communicated in the gutter；Multiple inlet openings are offered on the first half pipe shaft of the drainpipe, and are equipped with the isocon of connection adjacent row water pipe on every drainpipe, and the isocon is to tilt down setting.The utility model can provide guide effect by above-mentioned setting, rainwater sloping layer for the ponding of supercrust so that ponding is more convenient to be emitted into gutter；It is provided with drainpipe in pervious concrete, good channel can be provided for draining, be convenient for Quick drainage, and due to the setting of isocon, adjacent more drainpipes connection is become into pipe network so that the ponding on road surface eliminates the reliance on the drainpipe of corresponding position, is conducive to that ponding quickly is discharged.
Description
Technical field
The utility model is related to municipal road construction field, more particularly to a kind of permeable terrace.
Background technology
With the development of concrete making technology, the construction of modern city is by the solution of the plumbing of road and urban heat land effect
Scheme has all concentrated on road sheet, by the construction of pervious concrete, accelerates the discharge of road surface moisture, while can also reach
To connection soil and air, well ventilative effect is formed, to reduce tropical island effect.
A kind of municipal permeable terrace is disclosed in the Chinese patent document that Authorization Notice No. is CN205223774U, including extremely
Ponding layer, laying, graded broken stone layer and asphalt surface are disposed at the top of the base course of bottom, base course
Layer, moisture permeates above layer structure and enters in ponding layer successively when raining accumulates, and road surface when being dry provides sustained release and tune
The effect of section balances humidity, slows down tropical island effect.
But, the ability of the permeable terrace draining water storage in said program is extremely limited, especially in summer rainwater precipitation
Peak time is measured, moisture reduction surface gathered water how to be discharged as early as possible and is only even more important thing.
Utility model content
The purpose of this utility model is to provide a kind of permeable terrace, has the effect of effective quickly discharge terrace ponding.
The above-mentioned technical purpose of the utility model technical scheme is that：A kind of Quick drainage it is saturating
Water terrace includes plain soil layer, loaded filter, cement stabilizing layer, pervious concrete layer and supercrust, the permeable terrace from bottom to top
At least side is equipped with gutter, and the supercrust is equipped with the rainwater sloping layer to gutter side；The pervious concrete layer
In be equipped with more drainpipes, the drainpipe tilts down setting and relatively low one end is communicated in the gutter；The draining
Multiple inlet openings are offered on the first half pipe shaft of pipe, and the isocon of connection adjacent row water pipe is equipped on every drainpipe,
The isocon is to tilt down setting.
By using above-mentioned technical proposal, rainwater sloping layer can provide guide effect for the ponding of supercrust so that product
Water is more convenient to be emitted into gutter；It is provided with drainpipe in pervious concrete, good channel can be provided for draining, be convenient for
Quick drainage, and due to the setting of isocon, adjacent more drainpipes connection is become into pipe network so that the ponding on road surface is not
The drainpipe for relying on corresponding position again is conducive to that ponding quickly is discharged.
The utility model is further arranged to：The drainpipe angle of inclination is 2 ° -5 °, the shunting on every drainpipe
Pipe is multigroup setting, and the isocon is identical as the drainpipe angle of inclination.
By using above-mentioned technical proposal, drainpipe is obliquely installed to gutter one end for downward, when angle is 2 ° -5 °
Facilitate construction, can also have good drainage effect, isocon is set more, allows drainpipe connection to become entire official website, carry
Rise whole drainability.
The utility model is further arranged to：The more diversion pipes being vertically arranged are equipped in the pervious concrete layer,
The hollow setting of the diversion pipe and upper and lower ends are opening, the upper end of the diversion pipe is pierced by pervious concrete layer and is located at road surface
In layer and lower end is arranged higher than the drainpipe.
By using above-mentioned technical proposal, vertical diversion pipe is set and is on the one hand conducive to accelerate moisture in pervious concrete
In infiltration rate, existing lower bleed-through road is provided, the quick discharge of ponding is conducive to；On the other hand uniform due to spreading, energy
Enough playing the role of, which enhances pervious concrete, is bonded to one another power, enhances load-bearing and the anti-pressure ability of pervious concrete layer；And it leads
Flow tube can not only become the channel oozed under moisture, can also become the channel of air levels circulation in non-water discharge time, contribute to
The temperature for reducing terrace, slows down the tropical island effect in city.
The utility model is further arranged to：The drainpipe and the gutter junction be provided with prevent moisture from
Gutter enters the overflow mechanism of drainpipe.
By using above-mentioned technical proposal, the ponding collected in gutter is more, can reverse osmosis extremely row if cannot be discharged in time
In water pipe, so as to cause influence surface gathered water and ooze at present, therefore be arranged overflow mechanism be very necessary.
The utility model is further arranged to：The overflow mechanism is horizontally disposed with including one and is rotationally connected with drainpipe
On rotation axis, be connected with sealing plate in the rotation axis, a connection curved bar, the connection be also associated in the rotation axis
The curved bar other end is in gutter and is connected with hollow float.
By using above-mentioned technical proposal, hollow float can drive connection curved bar upward under the action of moisture goes up
Overturning, to drive rotating bar to rotate so that sealing plate completes rotation and closes the nozzle of drainpipe.
The utility model is further arranged to：The sealing plate section is that round and size is more than or equal to the drainpipe
Sectional dimension, the connection curved bar includes horizontal segment and vertical section, and horizontal segment is connected in the rotation axis, vertical section and institute
Hollow float connection is stated, when water level rises drive hollow float rising, hollow float drives sealing plate overturning to seal discharge outlet.
The utility model is further arranged to：The rainwater sloping layer is obliquely installed from supercrust to gutter and the gradient
For 1%-2%.
By using above-mentioned technical proposal, sets the gradient of rainwater sloping layer to 1%-2%, not only facilitate construction, passerby
With the walking sense of vehicle, the requirement of rainwater discharge also disclosure satisfy that, be conducive to the discharge for accelerating surface gathered water.
The utility model is further arranged to：The gutter upper cover is equipped with trench cover, and the gutter is communicated in
Municipal drainage pipeline.
By using above-mentioned technical proposal, municipal drainage pipeline has good water storage and drain function, gutter connection
In municipal drainage water pipe, it can make gutter that there is the moisture self-restraint and buffer capacity of bigger, be conducive to moisture in drainpipe
Discharge.
In conclusion the utility model has the advantages that：Rainwater sloping layer can provide for the ponding of supercrust
Guide effect so that ponding is more convenient to be emitted into gutter；It is provided with drainpipe in pervious concrete, can be provided for draining
Quick drainage is convenient in good channel, and due to the setting of isocon, adjacent more drainpipes connection is become into pipe network, is made
The drainpipe that the ponding on road surface eliminates the reliance on corresponding position is obtained, is conducive to that ponding quickly is discharged.
Description of the drawings
Fig. 1 is the overall structure diagram of the present embodiment；
Fig. 2 is the connection relationship diagram of drainpipe and isocon；
Fig. 3 is the structural schematic diagram of overflow mechanism.
In figure：1, plain soil layer；11, loaded filter；12, cement stabilizing layer；13, pervious concrete layer；14, supercrust；15, rain
Water sloping layer；2, gutter；21, trench cover；3, drainpipe；31, inlet opening；32, rotation axis；33, sealing plate；34, connecting bending
Bar；35, hollow float；4, isocon；5, diversion pipe.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.
Specific embodiment is only the explanation to the utility model, is not limitations of the present invention, this field
Technical staff can as needed make the present embodiment the modification of not creative contribution after reading this specification, but only
It all to be protected by Patent Law in the right of the utility model.
Embodiment：A kind of permeable terrace of Quick drainage, as shown in Figure 1, include from bottom to top plain soil layer 1, loaded filter 11,
Cement stabilizing layer 12, pervious concrete layer 13 and supercrust 14, permeable terrace at least side are equipped with gutter 2,2 upper cover of gutter
Equipped with trench cover 21, and the gutter 2 is communicated in municipal drainage pipeline, and supercrust 14 is equipped with the rain to 2 side of gutter
Water sloping layer 15, rainwater sloping layer 15 is obliquely installed from supercrust 14 to gutter 2 and the gradient is 2%.Loaded filter 11 can be effective
Prevent moisture from floating, pervious concrete layer 13 is conducive to the quick drain of surface gathered water, while gutter 2 is arranged and rainwater looks for slope
Layer 15 can also accelerate the discharge of rainwater.
As depicted in figs. 1 and 2, more drainpipes 3 are equipped in pervious concrete layer 13, drainpipe 3 tilts down setting
And relatively low one end is communicated in gutter 2, the angle of inclination of drainpipe 3 is 3 °.It is offered on the first half pipe shaft of drainpipe 3 multiple
Inlet opening 31 is equipped with the isocon 4 of connection adjacent row water pipe 3 on every drainpipe 3 so that the connection of drainpipe 3 is integrally formed
Draining official website.It is to tilt down setting that multigroup isocon 4 and isocon 4 are equipped on every drainpipe 3, isocon 4 to
Under inclined angle it is identical as drainpipe 3.
As shown in Figure 1, be additionally provided with vertical diversion pipe 5 in pervious concrete layer 13, the hollow setting of diversion pipe 5 and up and down
Both ends are opening, and the upper end of diversion pipe 5 is pierced by that pervious concrete layer 13 is located in supercrust 14 and lower end is set higher than drainpipe 3
It sets.
As shown in figures 1 and 3, the moisture reflux in order to prevent in gutter 2 enters in drainpipe 3, in drainpipe 3 and row
2 junction of ditch is additionally provided with overflow mechanism, and overflow mechanism includes a horizontally disposed rotation being rotationally connected on drainpipe 3
Axis 32 is connected with sealing plate 33 in rotation axis 32, and a connection curved bar 34 is also associated in rotation axis 32, and connection curved bar 34 is another
End is in gutter 2 and is connected with hollow float 35, and 33 section of sealing plate is that round and size is more than or equal to cutting for drainpipe 3
Face size, connection curved bar 34 includes horizontal segment and vertical section, and horizontal segment is connected in rotation axis 32, vertical section and hollow float 35
Connection, when water level rises the drive rising of hollow float 35, hollow float 35 drives the overturning of sealing plate 33 to seal discharge outlet.
Claims (8)
1. a kind of permeable terrace of Quick drainage, include from bottom to top plain soil layer (1), loaded filter (11), cement stabilizing layer (12),
Pervious concrete layer (13) and supercrust (14), it is characterised in that：The permeable terrace at least side is equipped with gutter (2), institute
Supercrust (14) is stated equipped with the rainwater sloping layer (15) to gutter (2) side；It is laid in the pervious concrete layer (13)
There are more drainpipes (3), the drainpipe (3) tilts down setting and relatively low one end is communicated in the gutter (2)；The row
Multiple inlet openings (31) are offered on the first half pipe shaft of water pipe (3), and are equipped with connection adjacent drainage channel on every drainpipe (3)
The isocon (4) of (3) is managed, the isocon (4) is to tilt down setting.
2. a kind of permeable terrace of Quick drainage according to claim 1, it is characterised in that：The drainpipe (3) tilts
Angle is 2 ° -5 °, and the isocon (4) on every drainpipe (3) is multigroup setting, the isocon (4) and the drainpipe (3)
Angle of inclination is identical.
3. a kind of permeable terrace of Quick drainage according to claim 1, it is characterised in that：The pervious concrete layer
(13) the more diversion pipes (5) being vertically arranged are equipped in, the hollow setting of the diversion pipe (5) and upper and lower ends are opening, institute
State diversion pipe (5) upper end be pierced by pervious concrete layer (13) be located in supercrust (14) and lower end be higher than the drainpipe (3)
Setting.
4. a kind of permeable terrace of Quick drainage according to claim 1, it is characterised in that：The drainpipe (3) and institute
It states gutter (2) junction and is provided with the overflow mechanism for preventing moisture from entering drainpipe (3) from gutter (2).
5. a kind of permeable terrace of Quick drainage according to claim 4, it is characterised in that：The overflow mechanism includes one
Root is horizontally disposed with the rotation axis (32) being rotationally connected on drainpipe (3), and sealing plate (33) is connected on the rotation axis (32),
A connection curved bar (34) is also associated on the rotation axis (32), connection curved bar (34) other end is in gutter (2)
In and be connected with hollow float (35).
6. a kind of permeable terrace of Quick drainage according to claim 5, it is characterised in that：Sealing plate (33) section
It is more than or equal to the sectional dimension of the drainpipe (3) for round and size, the connection curved bar (34) includes horizontal segment and vertically
Section, horizontal segment are connected in the rotation axis (32), and vertical section is connect with the hollow float (35), and it is hollow that water level rises drive
When floating ball (35) rises, hollow float (35) drives sealing plate (33) to overturn and seals discharge outlet.
7. a kind of permeable terrace of Quick drainage according to claim 1, it is characterised in that：The rainwater sloping layer (15)
It is obliquely installed from supercrust (14) to gutter (2) and the gradient is 1%-2%.
8. a kind of permeable terrace of Quick drainage according to claim 1, it is characterised in that：Gutter (2) upper cover
Equipped with trench cover (21), and the gutter (2) are communicated in municipal drainage pipeline.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721661038.9U CN207619770U (en) | 2017-12-01 | 2017-12-01 | A kind of permeable terrace of Quick drainage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721661038.9U CN207619770U (en) | 2017-12-01 | 2017-12-01 | A kind of permeable terrace of Quick drainage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207619770U true CN207619770U (en) | 2018-07-17 |
Family
ID=62825127
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721661038.9U Expired - Fee Related CN207619770U (en) | 2017-12-01 | 2017-12-01 | A kind of permeable terrace of Quick drainage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207619770U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208426A (en) * | 2018-09-21 | 2019-01-15 | 深圳市鹏升建设有限公司 | A kind of municipal road construction structure and its construction method |
| CN111622333A (en) * | 2020-06-08 | 2020-09-04 | 佛山市阳辰建设有限公司 | Prevent enhancement road bed road surface structure of ponding |
-
2017
- 2017-12-01 CN CN201721661038.9U patent/CN207619770U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208426A (en) * | 2018-09-21 | 2019-01-15 | 深圳市鹏升建设有限公司 | A kind of municipal road construction structure and its construction method |
| CN109208426B (en) * | 2018-09-21 | 2020-12-08 | 深圳市鹏升建设有限公司 | Municipal road construction structure and construction method thereof |
| CN111622333A (en) * | 2020-06-08 | 2020-09-04 | 佛山市阳辰建设有限公司 | Prevent enhancement road bed road surface structure of ponding |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180717 Termination date: 20181201 |