CN208266930U - The shed deckhead waterproof construction of sponge urban design - Google Patents
The shed deckhead waterproof construction of sponge urban design Download PDFInfo
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- CN208266930U CN208266930U CN201820275061.2U CN201820275061U CN208266930U CN 208266930 U CN208266930 U CN 208266930U CN 201820275061 U CN201820275061 U CN 201820275061U CN 208266930 U CN208266930 U CN 208266930U
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- layer
- permeable
- waterproof
- busway
- shed deckhead
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Abstract
The utility model relates to a kind of shed deckhead waterproof constructions of sponge urban design, it includes shed deckhead, shed deckhead is equipped with waterproof and protective layer, busway, permeable and pumping equipment layer and permeable pavement structure layer, waterproof and protective layer are covered on shed deckhead top surface, busway is arranged in waterproof and protective layer, permeable and pumping equipment layer and permeable pavement structure layer are successively set on waterproof and protective layer, and it is located at busway side, busway side has infiltration gap, waterproof and protective layer, permeable and pumping equipment layer and permeable pavement structure layer surface are tilted to busway direction.The waterproof and protective layer of the utility model can make shed deckhead waterproof ability be promoted; and rainwater leaching is in permeable pavement structure layer and the permeable and pumping equipment layer of process; it can be discharged to busway rapidly; surface gathered water will not be generated; both pedestrian was facilitated to walk; vehicle driving safety can be improved again, meanwhile, avoid rainwater to the corrosion failure of garage concrete structure.
Description
Technical field
The utility model relates to a kind of top plate of underground parking garage waterproof construction, especially a kind of garage top of sponge urban design
Plate waterproof construction.
Background technique
Country is actively pushing forward sponge urban construction at present, and it is vast that how the theory in sponge city, which is carried out landing,
The new problem that projector faces.In the current of real estate industry's high speed development, residential quarters gradually scale and standardization,
If each cell can implement the design concept in sponge city, constellation effect will generate sponge Process of Urbanization Construction far-reaching
Influence.Currently, low-rise dwelling cell gradually decreases, instead high-rise, Super High cell.
The regions such as the design extensive utilization in sponge city and town road, municipal park, residential quarters at present, high residential building
Cell designs if implementing sponge particular with the cell of underground garage and can generate following problems: 1) since road surface is below
Garage structure plate itself does not have water storage function, if top plate is chronically at water logging environment, concrete is easily corroded, and generates structure
Security risk；If 2) the long-term water storage of top plate, rainwater generates leak by the positions room of permeating the ground such as deformation joint, expansion joint, both
Parking environment is influenced, and security threat is generated to the attached common equipment such as garage inside some equipment electricity room, comprehensive pipeline；
3) setting high efficiency water-proof layer both increases cost outside shed deckhead, and later period maintenance maintenance engineering is cumbersome.
Utility model content
The purpose of the utility model is to overcome above-mentioned the shortcomings of the prior art, and provide a kind of structurally reasonable, row
Water speed is fast, greatly reduces the shed deckhead waterproof knot of the sponge urban design destroyed to shed deckhead concrete structure erosion
Structure.
Purpose of the utility model is realized as follows:
A kind of shed deckhead waterproof construction of sponge urban design, including shed deckhead, characterized in that the shed deckhead
It is equipped with waterproof and protective layer, busway, permeable and pumping equipment layer and permeable pavement structure layer, waterproof and protective layer covering
On shed deckhead top surface, busway is arranged in waterproof and protective layer, permeable and pumping equipment layer and permeable pavement structure
Layer be successively set on waterproof and protective layer and be located at busway side, busway side have infiltration gap, waterproof and
Protective layer, permeable and pumping equipment layer and permeable pavement structure layer surface are tilted to busway direction.
The purpose of this utility model can also be solved using following technical measures:
As more specific scheme, the waterproof and protective layer include the cement sand bed being arranged from bottom to up, waterproof painting
Layer, macromolecule waterproof roll and reinforced concrete protective layer.Cement sand bed has certain density, and advantageous certain waterproof is made
With, in addition, cement mortar surface smoothness is higher, prevent ponding, then in conjunction with waterproof coating and macromolecule waterproof roll after, significantly
Improve its waterproof effect.On water-proof function layer, it is provided with defencive function layer, defencive function layer is armored concrete protection
Layer, carrying with higher, anticollision ability, to improve to the structural defence ability of shed deckhead, meanwhile, can also waterproof be prevented to apply
Layer and macromolecule waterproof roll are impaired.
As further embodiment, the busway is drainage ditch or ecostagnation pond, drainage ditch or ecostagnation pond
With certain rainwater catchment effect.
As further embodiment, the drainage ditch side wall is built by porous brick, and vertical infiltration gap is stayed between porous brick
(also, the outside wall surface of drainage ditch side wall and it is interior avoid not plaster so that vertical infiltration gap is exposed, permeable and pumping equipment
The ponding of layer and permeable pavement structure layer will enter in drainage ditch through the permeable joints clearance flow).
As further embodiment, the drainage ditch top surface is covered with shutter grate.Shutter grate surface has multiple above and below it
The permeable hole of two sides.It can put to cobble and decorate on permeable hole.
As further embodiment, the ecostagnation pond includes gravel matting layer and coarse sand matting layer.Ecostagnation pond
Have the function of water filtering and slow down water velocity, certain rainwater can be accumulated.
As further embodiment, the busway is equipped with decorative layer or plantation layer.Decorative layer can be cobble paving
Bed course, plantation layer can be dirt bed, can plant on dirt bed.Decorative layer had both guaranteed that road surface has little time the rainwater of lower infiltration can be suitable
Benefit discharge, and can beautify the environment.
As further embodiment, described permeable and pumping equipment layer includes geotextiles and permeable water draining plate, and geotechnique lays
It sets on permeable water draining plate, permeable pavement structure layer is arranged in geotextiles.Geotextiles have several micropores, have certain mistake
Filter ability can be dredged quickly after filtered water enters permeable water draining plate, avoid ponding that shed deckhead is caused to soak for a long time.
As further embodiment, the permeable pavement structure layer include the lightweight backfilling material layer being arranged from bottom to up,
Thick sandy gravel or graded sand gravel bed and permeable concrete layer.This permeable pavement structure layer has preferable water permeable ability, avoids ponding；
Moreover, having preferable support ability, it can be used as carriage way or Route for pedestrians use, become soft after avoiding water drenching.
It further include drainpipe and storage pond as further embodiment, the tube wall of drainpipe is equipped with several through-holes, drainpipe
It is connected in embedment permeable pavement structure layer and with busway and storage pond.After permeable pavement structure layer water drenching, a part of water
Can via through holes enter in drainpipe, the water of another part enters busway, moreover, the water of busway can also enter drainpipe
In, water is flowed into storage pond through drainpipe and is stored, and the water stored in storage pond may be used as plant irrigation.
The beneficial effects of the utility model are as follows:
(1) waterproof of the shed deckhead waterproof construction of such sponge urban design and protective layer can make shed deckhead anti-
Outlet capacity is promoted, and it is logical can be discharged to rapidly confluence in permeable pavement structure layer and when by permeable and pumping equipment layer for rainwater leaching
Road will not generate surface gathered water, not only pedestrian be facilitated to walk, but also can improve vehicle driving safety, meanwhile, avoid rainwater mixed to garage
The corrosion failure of Xtah Crude Clay structure；
(2) waterproof of the shed deckhead waterproof construction of such sponge urban design and protective layer, permeable and pumping equipment layer
It is tilted with permeable pavement structure layer surface to busway direction, further increases drainability；
(3) water can be pooled to storage area by the busway of the shed deckhead of such sponge urban design, and water is by net
It can be used for plant landscape irrigation inside residential quarter after changing filtering, it is more environmentally-friendly.
Detailed description of the invention
Fig. 1 is an embodiment of the present invention structural schematic diagram.
Fig. 2 is another example structure schematic diagram of the utility model.
Specific embodiment
The utility model is further described with reference to the accompanying drawings and embodiments:
Embodiment one, a kind of shown in Figure 1, shed deckhead waterproof construction of sponge urban design, including shed deckhead
1, the shed deckhead 1 is equipped with waterproof and protective layer C, busway, permeable and pumping equipment layer B and permeable pavement structure layer
A, waterproof and protective layer C are covered on 1 top surface of shed deckhead, and busway is arranged in waterproof and protective layer C, permeable and draining
Facility layer B and permeable pavement structure layer A is successively set on waterproof and protective layer C and is located at busway side, busway
Side has infiltration gap, and waterproof and protective layer C, permeable and pumping equipment layer B and the permeable pavement structure surface layer A are logical to confluence
The inclination of road direction.
The waterproof and protective layer C include the cement sand bed 2, waterproof coating 3, macromolecule waterproof roll being arranged from bottom to up
4 and reinforced concrete protective layer 5.
The busway is drainage ditch 14, and 14 side wall of drainage ditch is built by porous brick 13 (to be used in the present embodiment
Build 240MM high porous brick side), stay between porous brick 13 vertical infiltration gap (the 10MM wide brickwork joint not back-up sand of porous brick 13 is starched,
To form vertical infiltration gap).In the present embodiment, described permeable and pumping equipment layer B and permeable pavement structure layer A are once
It is accumulated on one, the two sides of both are equipped with the drainage ditch 14, not plaster inside and outside 14 side wall of drainage ditch.
14 top surface of drainage ditch is covered with shutter grate 16.16 surface of shutter grate has multiple permeable holes through its upper and lower two sides
17.The permeable hole 17 is connected to drainage ditch 14, and decorative layer is placed on permeable hole 17, and decorative layer is cobblestone decorative layer 18.Under
When rain, rainwater drench in cobblestone decorative layer 18, moment toward flow down and through permeable hole 17 entrance drainage ditch 14 in.The goose ovum
Pitted skin fiber crops stone 19 (not limited to this material) is fixed with by cement mortar 20 at left and right sides of stone decorative layer 18.
Described permeable and pumping equipment layer B includes geotextiles 7 and permeable water draining plate 6, and geotextiles 7 are arranged in permeable water draining plate
On 6, permeable pavement structure layer A is arranged in geotextiles 7.
The permeable pavement structure layer A includes the lightweight backfilling material layer 8 being arranged from bottom to up, thick sandy gravel or graded sand
Gravel bed 9 and permeable concrete layer.Permeable concrete layer can be the knot of C25 colorful water-permeable concrete surface layer 11 and partial size C25 water permeable concrete plain color layer 10
It closes or in which a kind of.The upper surface of permeable concrete layer is additionally provided with colorless and transparent adhesive layer 12.
The left and right sides of the permeable pavement structure layer A is equipped with the drainage ditch 14, the left and right two of permeable pavement structure layer A
Stone material surrounding edge 21 (being not limited to stone material surrounding edge) is fixed with by cement mortar 20 at side edge.
In the present embodiment, the outside of drainage ditch 14 corresponds to and is equipped with planting technique heap slope 15 above permeable and pumping equipment layer B.
Permeable pavement structure layer A can be used as driveway or pavement pavement usage, the composition root of permeable pavement structure layer A
It is adjusted according to different loads.
Embodiment two, the difference with embodiment one are: shown in Figure 2, the busway is ecological delaying basin D.
The ecostagnation pond D includes gravel matting layer 22 and coarse sand matting layer 23.The ecostagnation pond D is equipped with plantation layer 24
(soil horizon), plantation layer 24 are equipped with vertical drainage pipe 25, and vertical drainage pipe 25 leads to the gravel matting layer 22 of ecostagnation pond D
It is interior.
It further include drainpipe 26 and storage pond 28, the tube wall of drainpipe 26 is equipped with several through-holes 27, and drainpipe 26 is embedded to
It is connected in water road surface structare layer A and with busway and storage pond 28.
The storage pond 28 is connect by water pump 29 with irrigation pipe 30, is used to irrigate plant for the water source in storage pond 28
Object.The storage pond 28 can be set in the case where planting layer 24, and storage pond 28 is equipped with access hole 31, and access hole 31 leads to plantation layer 24
Top surface.
Claims (10)
1. a kind of shed deckhead waterproof construction of sponge urban design, including shed deckhead (1), characterized in that the garage top
Plate (1) is equipped with waterproof and protective layer (C), busway, permeable and pumping equipment layer (B) and permeable pavement structure layer (A), prevents
Water and protective layer (C) are covered on shed deckhead (1) top surface, and busway is arranged in waterproof and protective layer (C), permeable and row
Drainage facility layer (B) and permeable pavement structure layer (A) are successively set on waterproof and protective layer (C) and are located at busway side,
Busway side has infiltration gap, waterproof and protective layer (C), permeable and pumping equipment layer (B) and permeable pavement structure layer
(A) surface is tilted to busway direction.
2. the shed deckhead waterproof construction of sponge urban design according to claim 1, characterized in that the waterproof and protection
Layer (C) includes the cement sand bed (2) being arranged from bottom to up, waterproof coating (3), macromolecule waterproof roll (4) and armored concrete
Protective layer (5).
3. the shed deckhead waterproof construction of sponge urban design according to claim 1, characterized in that the busway is
Drainage ditch (14) or ecostagnation pond (D).
4. the shed deckhead waterproof construction of sponge urban design according to claim 3, characterized in that the drainage ditch (14)
Side wall is built by porous brick (13), and vertical infiltration gap is stayed between porous brick (13).
5. according to the shed deckhead waterproof construction of the sponge urban design of claim 3 or 4, characterized in that the drainage ditch
(14) top surface is covered with shutter grate (16).
6. the shed deckhead waterproof construction of sponge urban design according to claim 3, characterized in that the ecostagnation pond
It (D) include gravel matting layer (22) and coarse sand matting layer (23).
7. the shed deckhead waterproof construction of sponge urban design according to claim 1, characterized in that on the busway
Equipped with decorative layer or plantation layer (24).
8. the shed deckhead waterproof construction of sponge urban design according to claim 1, characterized in that described permeable and draining
Facility layer (B) includes geotextiles (7) and permeable water draining plate (6), and geotextiles (7) are arranged on permeable water draining plate (6), porous pavement
Structure sheaf (A) is arranged on geotextiles (7).
9. the shed deckhead waterproof construction of sponge urban design according to claim 1, characterized in that the porous pavement knot
Structure layer (A) includes the lightweight backfilling material layer (8) being arranged from bottom to up, thick sandy gravel or graded sand gravel bed (9) and permeable concrete layer.
10. the shed deckhead waterproof construction of sponge urban design according to claim 1, characterized in that further include drainpipe
(26) and storage pond (28), the tube wall of drainpipe (26) are equipped with several through-holes (27), and drainpipe (26) is embedded to permeable pavement structure
It is connected in layer (A) and with busway and storage pond (28).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820275061.2U CN208266930U (en) | 2018-02-27 | 2018-02-27 | The shed deckhead waterproof construction of sponge urban design |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820275061.2U CN208266930U (en) | 2018-02-27 | 2018-02-27 | The shed deckhead waterproof construction of sponge urban design |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208266930U true CN208266930U (en) | 2018-12-21 |
Family
ID=64675297
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820275061.2U Expired - Fee Related CN208266930U (en) | 2018-02-27 | 2018-02-27 | The shed deckhead waterproof construction of sponge urban design |
Country Status (1)
| Country | Link |
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| CN (1) | CN208266930U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108179766A (en) * | 2018-02-27 | 2018-06-19 | 广东博意建筑设计院有限公司 | The shed deckhead waterproof construction of sponge urban design |
-
2018
- 2018-02-27 CN CN201820275061.2U patent/CN208266930U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108179766A (en) * | 2018-02-27 | 2018-06-19 | 广东博意建筑设计院有限公司 | The shed deckhead waterproof construction of sponge urban design |
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| 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: 20181221 Termination date: 20210227 |