CN207620234U - A kind of reversed beam planted roof drainage system - Google Patents
A kind of reversed beam planted roof drainage system Download PDFInfo
- Publication number
- CN207620234U CN207620234U CN201721215079.5U CN201721215079U CN207620234U CN 207620234 U CN207620234 U CN 207620234U CN 201721215079 U CN201721215079 U CN 201721215079U CN 207620234 U CN207620234 U CN 207620234U
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- CN
- China
- Prior art keywords
- drainpipe
- mixed mud
- floor drain
- floor
- reversed beam
- 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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Abstract
A kind of reversed beam planted roof drainage system, including foaming mixed mud, floor drain, the second anti-filter packet, drainpipe, sump, reversed beam, the first anti-filter packet and mixed mud floor；Formed by integrally casting is provided with reversed beam on the mixed mud floor；It is provided with foaming mixed mud on mixed mud floor among two reversed beams；Plane is parallel with the drainpipe on right side on the foaming mixed mud right end, and the left end for the mixed mud that foams is provided with floor drain, and the upper end of the floor drain is provided with the first anti-filter packet, and the second anti-filter packet is set to the lower end of floor drain；The floor drain is connected with the drainpipe in left side, and the other end of drainpipe is connected on the borehole wall of sump, and mixed mud floor upper end is integrally buried in the lower end of planting soil.The reversed beam planted roof Water drainage system design is in the case where ensureing that planting soil is not lost in, and not destroy roofing construction sheet in the case of, by infiltration by the discharge of floor drain and drainpipe, that is, it ensure that roof waterproof layer, while also ensuring the globality of room panel structure.
Description
Technical field
The utility model is related to roof drainage systems technology field more particularly to a kind of reversed beam planted roof drainage systems.
Background technology
With the rapid development of China's infrastructure construction, real estate cause is maked rapid progress, and the design of building structure is also got over
Come more diversified；In architectural design, the case where roof structure need to plant vegetation is encountered sometimes, and roof structure can exist at this time
Reversed beam designs, and when encountering the design conditions, we need to carry out reversed beam roofing drainage sunk well, which is ensureing planting soil
In the case of not being lost in, and in the case of not destroying roofing construction sheet, by infiltration by the discharge of floor drain and drainpipe, that is, ensure
Roof waterproof layer, while also ensuring the globality of room panel structure.
The inventors discovered that existing roof drainage system has the following problems：
1. existing discharge structure cannot meet the dewatering needs of reversed beam planted roof；
2. existing can not protect planting soil, water and soil easily causes loss；
3. should not be controlled in existing drainage system drainage procedure.
Then, I adhere to the relevant industries for many years it is abundant design and develop and the experience of actual fabrication, for existing
Structure and missing are studied improvement, provide a kind of reversed beam planted roof drainage system, have more more practical valence to reach
The purpose of value property.
Utility model content
The purpose of this utility model is to provide a kind of reversed beam planted roof drainage systems, to solve in above-mentioned background technology
The discharge structure of proposition cannot meet the dewatering needs of reversed beam planted roof, can not be protected to planting soil, water and soil is easy
The problem of causing to be lost in, should not being controlled in drainage system drainage procedure.
The purpose and effect of the utility model reversed beam planted roof drainage system, are reached by technological means in detail below：
A kind of reversed beam planted roof drainage system includes：Water-repellant treated layer, the second anti-filter packet, water folder and mixed mud building
Plate；Formed by integrally casting has reversed beam on the mixed mud floor, has been mounted on the mixed mud floor at two among the reversed beam
Foam mixed mud；Plane is in parallel position with the drainpipe on the right side of it on the right end of the foaming mixed mud, and foams and mix mud
The left end of soil is equipped with floor drain, and the upper end of the floor drain is provided with the first anti-filter packet, and the second anti-filter packet is set to the bottom of floor drain；Institute
It states and is interconnected inside floor drain and the drainpipe in left side, and the other end of drainpipe is connected on the borehole wall of sump；It is described mixed
The bottom of soil floor is integrally buried in the bottom of planting soil, and after looking for slope using foamed concrete, water is come together in first instead
Filter packet, flows into floor drain after first of anti-filter packet, and second anti-filter packet, stream are passed through in the remaining infiltration in floor drain side gap position
Enter drainpipe, sump is discharged by drainpipe.
Further, mixed mud floor upper end pours foamed concrete, and carries out in 1/100 ratio looking for slope, and
In face, layer does water-repellant treated layer, after the completion comes together at one infiltration, flows into floor drain after being handled with first of anti-filter packet, not
By the infiltration of first of anti-filter packet, by flowing into drainpipe after second anti-filter packet.
Further, it after first of anti-filter packet fills fine sand with non-woven fabrics, is covered and to be fixed on floor drain suitable for reading
Place；Second anti-filter packet drills through the cavity a diameter of 1-2cm by drainpipe nozzle top, and non-woven fabrics is used in combination in spacing 5cm between cavity
The end for having drainpipe is wrapped up.
Further, the drainpipe pre-buried is in reversed beam.
Further, described, it is provided with tongs in the middle part of drainpipe.
In comparison with existing structure, the utility model has the following advantages that：
1. the utility model mixed mud floor upper end pours foamed concrete, and look for slope in 1/100 ratio, and
Face layer does the setting of water-repellant treated layer, and slope, which is designed with, to be come together in conducive to that will seep water at one, is then carried out with first of anti-filter packet
Floor drain is flowed into after processing, is effectively prevent without the infiltration of first of anti-filter packet by flowing into drainpipe after second anti-filter packet
Soil losses.
After 2. first of anti-filter packet of the utility model fills fine sand with non-woven fabrics, is covered and to be fixed on floor drain suitable for reading
Place；Second anti-filter packet drills through the cavity a diameter of-cm by drainpipe nozzle top, and non-woven fabrics pair is used in combination in spacing cm between cavity
The setting that the end of drainpipe is wrapped up is conducive to carry out soil filtering blocking by twice anti-filter packet, effective to ensure that
Planting soil will not be taken away loss by infiltration, improve soil protection ability.
3. the utility model design is in the case where ensureing that planting soil is not lost in, and the case where do not destroy roofing construction sheet
Under, by infiltration by the discharge of floor drain and drainpipe, that is, it ensure that roof waterproof layer, while also ensuring the whole of room panel structure
Body.
Description of the drawings
Fig. 1 is the utility model drainage system structural schematic diagram；
Fig. 2 is the utility model drainage system partial enlargement structural representation；
Fig. 3 is the utility model drainpipe enlarged structure schematic diagram.
In figure：1- foaming mixed muds, 2- water-repellant treated layers, 3- floor drains, 4- the second anti-filter packets, 5- drainpipes, 501- sealings
Folder, 6- sumps, 7- reversed beams, 8- the first anti-filter packets, 9- planting soils, 10- mixed mud floors.
Specific implementation mode
In the following, will be explained in the embodiments of the present invention, the example is shown in the accompanying drawings and the description below.Although will
The utility model is described in conjunction with exemplary embodiment, it is to be understood that the description does not really want the utility model to be limited to this to show
The embodiment of example property.On the contrary, the utility model will not only cover the exemplary embodiment, but also cover various replacements,
Change, equivalent and other embodiment, may include the spirit and model in the utility model as defined in the appended claims
In enclosing.
Referring to Fig. 1 to attached drawing 3, a kind of reversed beam planted roof drainage system includes：Water-repellant treated layer 2, the second anti-filter packet
4, tongs 501 and mixed mud floor 10；Formed by integrally casting has reversed beam 7 on the mixed mud floor 10, the reversed beam 7 at two
Foaming mixed mud 1 has been mounted on intermediate mixed mud floor 10；It is described foaming mixed mud 1 right end on plane with its on the right side of
Drainpipe is in parallel position, and the left end for the mixed mud 1 that foams is equipped with floor drain 3, and the upper end of the floor drain 3 is provided with the first anti-filter
Packet 8, the second anti-filter packet 4 is set to the bottom of floor drain 3；The floor drain 3 and 5 inside of drainpipe in left side are interconnected, and drain
The other end of pipe 5 is connected on the borehole wall of sump 6；The bottom of the mixed mud floor 10 is integrally buried in the bottom of planting soil 9
Water after looking for slope using foamed concrete 1, is come together in first of anti-filter packet 8, floor drain is flowed into after first of anti-filter packet 8 by portion
3, second anti-filter packet 4 is passed through in the remaining infiltration in 3 side gap position of floor drain, flows into drainpipe 5, collection is discharged by drainpipe 5
Well 6.
Therein, 10 upper end of mixed mud floor pours foamed concrete 1, and carries out in 1/100 ratio looking for slope, and in face
Layer does water-repellant treated layer 2, and slope design comes together at one convenient for that will seep water, flowed after then being handled with first of anti-filter packet 8
Enter floor drain 3, soil is effectively prevent by flowing into drainpipe 5 after second anti-filter packet 4 without the infiltration of first of anti-filter packet 8
It is lost in.
It is therein, after first of anti-filter packet 8 fills fine sand with non-woven fabrics, is covered and be fixed on 3 place suitable for reading of floor drain；The
Two anti-filter packets 4 drill through the cavity a diameter of 1-2cm by 5 nozzle top of drainpipe, and non-woven fabrics pair is used in combination in spacing 5cm between cavity
The end of drainpipe 3 is wrapped up, effective to ensure that planting soil convenient for carrying out soil filtering blocking by twice anti-filter packet
Loss will not be taken away by infiltration, improve soil protection ability.
Therein, drainpipe 5 is embedded in reversed beam in advance, convenient for making the drainpipe 5 be hidden in reversed beam 7, improves the draining
The overall aesthetics and overall performance of system, and anti-antipriming pipe is exposed to outside and damages.
Therein, 5 middle part of drainpipe is provided with tongs 501, is convenient for the dry and wet degree according to planting soil 9 to drainpipe 5
It is turned on and off, to increase the controllability of the drainage system.
Specific implementation：
Firstly the need of reversed beam 7 is poured with before concrete floor 10, first the drainpipe 5 with tongs 501 is embedded in advance instead
In 7 template of beam, 7 structure sheaf of roofing reversed beam is then poured, after the completion, watering maintenance is carried out to structure sheaf, after the completion to structure sheaf
Make water-repellant treated layer 2；
Then it uses non-woven wraps fine sand and is fixed on floor drain top as first of anti-filter packet 8, while drainpipe beginning
Top drills through the cavity of 1-2cm, is used in combination non-woven wraps as second anti-filter packet 4；
After the completion, foaming mixed mud 1 is poured in the upper end of water-repellant treated layer 2, pours progress 1/100 in engineering and looks for Po Chu
Reason, it is suitable for reading that 1 lowest surfaces of foamed concrete flush floor drain 3, carries out planting soil 9 after the completion and is backfilled, in use, upper end superfluous water
Branch filters along the first anti-filter packet 8 and flows into floor drain 3, is then flowing into drainpipe 5 by the second anti-filter packet 4, is finally importing and catchment
In well.
In conclusion although the utility model is described in detail with reference to the foregoing embodiments, for this field
It, still can be with technical scheme described in the above embodiments is modified, or to which part for technical staff
Technical characteristic carry out equivalent replacement, within the spirit and principle of the utility model, made by any modification, equivalent replacement,
Improve etc., it should be included within the scope of protection of this utility model.
Claims (5)
1. a kind of reversed beam planted roof drainage system, includes：Water-repellant treated layer, the second anti-filter packet, tongs and mixed mud building
Plate；It is characterized in that：Formed by integrally casting has reversed beam on the mixed mud floor, the mixed mud floor at two among the reversed beam
On be mounted with foaming mixed mud；Plane is in parallel position with the drainpipe on the right side of it on the right end of the foaming mixed mud,
And the left end for the mixed mud that foams is equipped with floor drain, the upper end of the floor drain is provided with the first anti-filter packet, and the second anti-filter packet is set to ground
The bottom of leakage；It is interconnected inside the floor drain and the drainpipe in left side, and the other end of drainpipe is connected to the well of sump
On wall；The bottom of the mixed mud floor is integrally buried in the bottom of planting soil, and after looking for slope using foamed concrete, water is collected
In the first anti-filter packet, floor drain is flowed into after the first anti-filter packet, the second anti-filter is passed through in the remaining infiltration in floor drain side gap position
Packet flows into drainpipe, sump is discharged by drainpipe.
2. reversed beam planted roof drainage system according to claim 1, it is characterised in that：The bottom of the mixed mud floor
It pours foamed concrete, also, carries out in 1/100 ratio looking for slope, and water-repellant treated layer is done in its face layer, it after the completion will infiltration
It comes together at one, floor drain is flowed into after being handled with the first anti-filter packet, without the infiltration of the first anti-filter packet, pass through the second anti-filter
Drainpipe is flowed into after packet.
3. reversed beam planted roof drainage system according to claim 1 or 2, it is characterised in that：The first anti-filter packet is used
After non-woven fabrics fills fine sand, is covered and be fixed on floor drain place suitable for reading；Second anti-filter packet is drilled through by drainpipe nozzle top
A diameter of 1-2cm is empty, and spacing 5cm between cavity is used in combination non-woven fabrics to there is the end of drainpipe to wrap up.
4. reversed beam planted roof drainage system according to claim 1, it is characterised in that：The drainpipe pre-buried is in reversed beam
In.
5. reversed beam planted roof drainage system according to claim 1, it is characterised in that：It is provided in the middle part of the drainpipe
Tongs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721215079.5U CN207620234U (en) | 2017-09-21 | 2017-09-21 | A kind of reversed beam planted roof drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721215079.5U CN207620234U (en) | 2017-09-21 | 2017-09-21 | A kind of reversed beam planted roof drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207620234U true CN207620234U (en) | 2018-07-17 |
Family
ID=62818219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721215079.5U Expired - Fee Related CN207620234U (en) | 2017-09-21 | 2017-09-21 | A kind of reversed beam planted roof drainage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207620234U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700760A (en) * | 2017-09-21 | 2018-02-16 | 中建四局第五建筑工程有限公司 | A kind of reversed beam planted roof water discharge method and its system |
| CN109972793A (en) * | 2019-03-27 | 2019-07-05 | 长江勘测规划设计研究有限责任公司 | The green plant roof structure of reversed beam |
-
2017
- 2017-09-21 CN CN201721215079.5U patent/CN207620234U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700760A (en) * | 2017-09-21 | 2018-02-16 | 中建四局第五建筑工程有限公司 | A kind of reversed beam planted roof water discharge method and its system |
| CN109972793A (en) * | 2019-03-27 | 2019-07-05 | 长江勘测规划设计研究有限责任公司 | The green plant roof structure of reversed beam |
| CN109972793B (en) * | 2019-03-27 | 2024-04-12 | 长江勘测规划设计研究有限责任公司 | Roof structure is planted to green of back-up beam |
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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 |