CN204826447U - Collapsible loess area underground garage planting roof seeps water to get rid of and uses drainage structures - Google Patents
Collapsible loess area underground garage planting roof seeps water to get rid of and uses drainage structures Download PDFInfo
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- CN204826447U CN204826447U CN201520576082.4U CN201520576082U CN204826447U CN 204826447 U CN204826447 U CN 204826447U CN 201520576082 U CN201520576082 U CN 201520576082U CN 204826447 U CN204826447 U CN 204826447U
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- layer
- concrete
- underground garage
- drainage
- top board
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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
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/254—Roof garden systems; Roof coverings with high solar reflectance
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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
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B80/00—Architectural or constructional elements improving the thermal performance of buildings
- Y02B80/32—Roof garden systems
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Abstract
The utility model discloses a collapsible loess area underground garage planting roof seeps water to get rid of and uses drainage structures, laid at the drainage blind pipe of escape canal inboard bottom with by filling the cobble drainage area that the cobble in the escape canal formed by preceding escape canal of laying after to, one along the sideline all around of garage roof including one, the garage roof be the reinforced concrete roof, above garage roof and the escape canal all the cover have the planting soil layer, be provided with the dividing wall between garage roof and the escape canal, garage roof upper berth is equipped with the one deck and looks for slope layer, and the top of looking for slope layer and cobble drainage area has all covered one deck drainage layer, and the planting soil layer covers above the drainage layer, the garage roof and look for slope layer and the dividing wall between all spread and have the waterproof layer. The utility model has the advantages of simple structure and reasonable design, the input cost is lower and the construction is simple and convenient, drainage effect is good, can solve that current underground garage plants that the drainage effect that the roof exists is relatively poor, later maintenance work load big and the maintenance cost high, life is than the weak point scheduling problem.
Description
Technical field
The utility model relates to a kind of discharge structure, especially relates to a kind of Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure.
Background technology
The design and construction of top plate of underground parking garage greening has become a big event of building construction process, need form plantation top board by mulching plant soil on the top board of underground garage.Nowadays, when underground garage plantation top board is constructed, the general waterproof construction only paying attention to plantation top board, and it is not enough to get rid of attention to the infiltration of plantation top board, this just causes view irrigation water on plantation top board and the infiltration of rainwater is got rid of not in time, and the structure of water to underground construction of accumulation cause adverse effect.When especially the plantation top board of Collapsible Loess District underground garage being constructed, neither one is unified, specification and concrete construction method can be followed, thus inevitably there is the problems such as constructing operation is more random, lack of standardization, construction effect is poor during practice of construction, there is defect and the deficiencies such as drainage effect is poor, later maintenance workload is large, maintenance cost is high, application life is shorter in the plantation top board of institute's construction molding.Thus, need design that a kind of structure is simple, reasonable in design, input cost is lower and the Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure that easy construction, drainage effect are good, effectively can solve that the drainage effect that existing underground garage plantation top board exists is poor, later maintenance workload large and the problem such as maintenance cost is high, application life is shorter.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, a kind of Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure is provided, its structure is simple, reasonable in design, input cost is lower and easy construction, drainage effect are good, can solve that poor, the later maintenance workload of drainage effect that existing underground garage plantation top board exists is large and the problem such as maintenance cost is high, application life is shorter.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure, it is characterized in that: comprise a gutter of laying from front to back along the surrounding sideline of shed deckhead, a draining blind pipe being laid in gutter inside bottom and the cobble drainage belt formed by the cobble be filled in gutter, described shed deckhead is the roof support with reinforced concrete be laid in above underground garage, plantation soil layer is all coated with above described shed deckhead and gutter, described draining blind pipe is laid from front to back along bottom centre's line in gutter, described gutter is level laying and it is the concrete ditch body be laid in outside shed deckhead, the concrete Internal baffle that described concrete ditch body comprises concrete floor, a concrete outer baffle being laid in outside described concrete floor top and one are laid in described concrete floor inside front, the height of described concrete outer baffle is higher than the height of described concrete Internal baffle, compartment wall together with being provided with between described shed deckhead with described concrete Internal baffle, the overhead height of described compartment wall higher than the overhead height of described concrete Internal baffle and its overhead height lower than the overhead height of described concrete outer baffle, described shed deckhead is equipped with one deck sloping layer, the lateral surface of described sloping layer and the upper inner wall of cobble drainage belt are close to, and the top of described sloping layer and cobble drainage belt is all coated with one deck drainage layer, and described plantation soil layer covers above drainage layer, be covered with the first waterproofing course between described shed deckhead and sloping layer, and between shed deckhead and compartment wall, be covered with the second waterproofing course.
Above-mentioned Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure, is characterized in that: described concrete floor be that level is laid, described concrete outer baffle, described concrete Internal baffle and compartment wall all in vertical to laying.
Above-mentioned Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure, is characterized in that: the ground, all sides of described shed deckhead is provided with the concrete cushion that one deck supports gutter.
Above-mentioned Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure, it is characterized in that: pad between described concrete Internal baffle and compartment wall and one deck polyphenyl plate is housed, described polyphenyl plate is supported on concrete cushion and its top and scribbles one deck waterproofing unction coating.
Above-mentioned Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure, it is characterized in that: the inner width in described gutter is 350mm ~ 450mm, the caliber of described draining blind pipe is Φ 150mm ~ Φ 250mm.
Above-mentioned Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure, is characterized in that: the upper surface of described drainage layer is mutually concordant with the upper surface of described concrete outer baffle.
Above-mentioned Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure, it is characterized in that: described shed deckhead is equipped with one deck first leveling layer, described first waterproofing course is positioned at above the first leveling layer; The lateral wall of described shed deckhead is equipped with one deck second leveling layer, described second waterproofing course is positioned at outside the second leveling layer.
Above-mentioned Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure, is characterized in that: the outer end of described first waterproofing course and the upper end of the second waterproofing course overlap.
Above-mentioned Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure, it is characterized in that: be provided with polyethylene foam sheet between described compartment wall and the second waterproofing course, the upper end of described polyethylene foam sheet extends to shed deckhead top.
Above-mentioned Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure, it is characterized in that: described sloping layer is pea gravel concreten layer, described compartment wall is grey cob wall.
The utility model compared with prior art has the following advantages:
1, structure is simple and reasonable in design, and input cost is lower.
2, construction method simple, operate simple and easy and realize convenient.
3, work efficiency is high, construction quality is easy to ensure and easy construction, drainage effect are good, by sloping layer, cobble drainage belt and draining blind pipe, the infiltration of plantation top board can be got rid of in time, fast, and play good waterproof effect by the first waterproofing course of mutual overlap joint and the second waterproofing course, the later maintenance workload of underground garage plantation top board can be effectively reduced simultaneously, reduce maintenance cost, prolongedly the application life of Underground Garage plantation top board.
In sum, the utility model structure is simple, reasonable in design, input cost is lower and easy construction, drainage effect are good, can solve that poor, the later maintenance workload of drainage effect that existing underground garage plantation top board exists is large and the problem such as maintenance cost is high, application life is shorter.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Description of reference numerals:
1-shed deckhead; 2-gutter; 3-draining blind pipe;
4-cobble drainage belt; 5-plantation soil layer; 6-sloping layer;
7-compartment wall; 8-drainage layer; 9-the first waterproofing course;
10-the second waterproofing course; 11-concrete cushion; 12-polyphenyl plate;
13-waterproofing unction coating; 14-the first leveling layer; 15-the second leveling layer;
16-polyethylene foam sheet.
Detailed description of the invention
As shown in Figure 1, the utility model comprises the draining blind pipe 3 that 2, one, a gutter of laying from front to back along the surrounding sideline of shed deckhead 1 is laid in gutter 2 inside bottom and the cobble drainage belt 4 formed by the cobble be filled in gutter 2, described shed deckhead 1 is for being laid in the roof support with reinforced concrete above underground garage, all be coated with plantation soil layer 5 above described shed deckhead 1 and gutter 2, described draining blind pipe 3 is laid from front to back along bottom centre's line in gutter 2.Described gutter 2 is laid in level and it is the concrete ditch body be laid in outside shed deckhead 1, the concrete Internal baffle that described concrete ditch body comprises concrete floor, a concrete outer baffle being laid in outside described concrete floor top and one are laid in described concrete floor inside front, the height of described concrete outer baffle is higher than the height of described concrete Internal baffle.Compartment wall 7 together with being provided with between described shed deckhead 1 with described concrete Internal baffle, the overhead height of described compartment wall 7 higher than the overhead height of described concrete Internal baffle and its overhead height lower than the overhead height of described concrete outer baffle.Described shed deckhead 1 is equipped with one deck sloping layer 6, the lateral surface of described sloping layer 6 and the upper inner wall of cobble drainage belt 4 are close to, described sloping layer 6 is all coated with one deck drainage layer 8 with the top of cobble drainage belt 4, and described plantation soil layer 5 covers above drainage layer 8.Be covered with the first waterproofing course 9 between described shed deckhead 1 and sloping layer 6, and between shed deckhead 1 and compartment wall 7, be covered with the second waterproofing course 10.
In the present embodiment, described concrete floor is that level is laid, described concrete outer baffle, described concrete Internal baffle and compartment wall 7 all in vertical to laying.
Further, the inner width in described gutter 2 is 350mm ~ 450mm, and the caliber of described draining blind pipe 3 is Φ 150mm ~ Φ 250mm.
In the present embodiment, the inner width in described gutter 2 is 400mm, and the caliber of described draining blind pipe 3 is Φ 200mm.The height of described concrete Internal baffle is 400mm, the height height 120mm ~ 160mm of concrete Internal baffle described in the aspect ratio of described concrete outer baffle.
During practice of construction, can according to specific needs, the height of the inner width in gutter 2, the caliber of draining blind pipe 3 and described concrete outer baffle and concrete Internal baffle is adjusted accordingly.
In the present embodiment, the ground, all sides of described shed deckhead 1 is provided with the concrete cushion 11 that one deck supports gutter 2.Further, the thickness of described concrete cushion 11 is 100mm.
In the present embodiment, pad between described concrete Internal baffle and compartment wall 7 and one deck polyphenyl plate 12 is housed, described polyphenyl plate 12 is supported on concrete cushion 11 and its top and scribbles one deck waterproofing unction coating 13.
In the present embodiment, the upper surface of described drainage layer 8 is mutually concordant with the upper surface of described concrete outer baffle.
During practice of construction, described shed deckhead 1 is equipped with one deck first leveling layer 14, described first waterproofing course 9 is positioned at above the first leveling layer 14; The lateral wall of described shed deckhead 1 is equipped with one deck second leveling layer 15, described second waterproofing course 10 is positioned at outside the second leveling layer 15.
Further, the outer end of described first waterproofing course 9 and the upper end of the second waterproofing course 10 overlap.
In the present embodiment, be provided with polyethylene foam sheet 16 between described compartment wall 7 and the second waterproofing course 10, the upper end of described polyethylene foam sheet 16 extends to shed deckhead 1 top.The soaking effect of described polyethylene foam sheet 16 is very good.
In the present embodiment, described sloping layer 6 is pea gravel concreten layer, and described compartment wall 7 is grey cob wall.
In practice of construction process, treat that shed deckhead 1 has been constructed, the first leveling layer 14 of first constructing on shed deckhead 1, and the second leveling layer 15 of constructing on the lateral wall of shed deckhead 1; Afterwards, the first leveling layer 14 is laid the first waterproofing course 9, outside the second leveling layer 15, lay the second waterproofing course 10, and the upper end of the outer end of the first waterproofing course 9 and the second waterproofing course 10 is overlapped; Subsequently, sloping layer 6 that the second waterproofing course 10 is constructed, lays polyethylene foam sheet 16 simultaneously outside the second waterproofing course 10, and compartment wall 7 of constructing outside polyethylene foam sheet 16; Then, tile in the ground, all sides of shed deckhead 1 one deck concrete cushion 11, and on concrete cushion 11 construction drainage ditch 2; After having constructed in gutter 2, inside bottom in gutter 2 lays draining blind pipe 3, and in gutter 2, fill the cobble drainage belt 4 of cobble formation, between described concrete Internal baffle and compartment wall 7, lay polyphenyl plate 12 simultaneously, and in polyphenyl plate 12 top brushing one deck waterproofing unction coating 13; Finally, above sloping layer 6 with cobble drainage belt 4, cover one deck drainage layer 8, and above drainage layer 8 mulching plant soil layer 5.
The above; it is only preferred embodiment of the present utility model; not the utility model is imposed any restrictions; every above embodiment is done according to the utility model technical spirit any simple modification, change and equivalent structure change, all still belong in the protection domain of technical solutions of the utility model.
Claims (10)
1. a Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure, it is characterized in that: comprise a gutter (2) of laying from front to back along the surrounding sideline of shed deckhead (1), a draining blind pipe (3) being laid in gutter (2) inside bottom and the cobble drainage belt (4) formed by the cobble be filled in gutter (2), described shed deckhead (1) is for being laid in the roof support with reinforced concrete above underground garage, described shed deckhead (1) and gutter (2) top are all coated with plantation soil layer (5), described draining blind pipe (3) is laid from front to back along bottom centre's line of gutter (2), described gutter (2) is laid in level and it is for being laid in the concrete ditch body in shed deckhead (1) outside, the concrete Internal baffle that described concrete ditch body comprises concrete floor, a concrete outer baffle being laid in outside described concrete floor top and one are laid in described concrete floor inside front, the height of described concrete outer baffle is higher than the height of described concrete Internal baffle, compartment wall (7) together with being provided with between described shed deckhead (1) with described concrete Internal baffle, the overhead height of described compartment wall (7) higher than the overhead height of described concrete Internal baffle and its overhead height lower than the overhead height of described concrete outer baffle, described shed deckhead (1) is equipped with one deck sloping layer (6), the lateral surface of described sloping layer (6) and the upper inner wall of cobble drainage belt (4) are close to, described sloping layer (6) is all coated with one deck drainage layer (8) with the top of cobble drainage belt (4), and described plantation soil layer (5) covers drainage layer (8) top, be covered with the first waterproofing course (9) between described shed deckhead (1) and sloping layer (6), and be covered with the second waterproofing course (10) between shed deckhead (1) and compartment wall (7).
2. according to Collapsible Loess District according to claim 1 underground garage plantation top board infiltration eliminating discharge structure, it is characterized in that: described concrete floor is that level is laid, described concrete outer baffle, described concrete Internal baffle and compartment wall (7) all in vertical to laying.
3., according to the Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure described in claim 1 or 2, it is characterized in that: the ground, all sides of described shed deckhead (1) is provided with the concrete cushion (11) that one deck supports gutter (2).
4. according to Collapsible Loess District according to claim 3 underground garage plantation top board infiltration eliminating discharge structure, it is characterized in that: pad between described concrete Internal baffle and compartment wall (7) and one deck polyphenyl plate (12) is housed, described polyphenyl plate (12) is supported in that concrete cushion (11) is upper and its top scribbles one deck waterproofing unction coating (13).
5. according to the Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure described in claim 1 or 2, it is characterized in that: the inner width of described gutter (2) is 350mm ~ 450mm, the caliber of described draining blind pipe (3) is Φ 150mm ~ Φ 250mm.
6., according to the Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure described in claim 1 or 2, it is characterized in that: the upper surface of described drainage layer (8) is mutually concordant with the upper surface of described concrete outer baffle.
7. according to the Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure described in claim 1 or 2, it is characterized in that: described shed deckhead (1) is equipped with one deck first leveling layer (14), described first waterproofing course (9) is positioned at the first leveling layer (14) top; The lateral wall of described shed deckhead (1) is equipped with one deck second leveling layer (15), described second waterproofing course (10) is positioned at the second leveling layer (15) outside.
8., according to the Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure described in claim 1 or 2, it is characterized in that: the outer end of described first waterproofing course (9) and the upper end of the second waterproofing course (10) overlap.
9. according to the Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure described in claim 1 or 2, it is characterized in that: be provided with polyethylene foam sheet (16) between described compartment wall (7) and the second waterproofing course (10), the upper end of described polyethylene foam sheet (16) extends to shed deckhead (1) top.
10., according to the Collapsible Loess District underground garage plantation top board infiltration eliminating discharge structure described in claim 1 or 2, it is characterized in that: described sloping layer (6) is pea gravel concreten layer, described compartment wall (7) is grey cob wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520576082.4U CN204826447U (en) | 2015-08-01 | 2015-08-01 | Collapsible loess area underground garage planting roof seeps water to get rid of and uses drainage structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520576082.4U CN204826447U (en) | 2015-08-01 | 2015-08-01 | Collapsible loess area underground garage planting roof seeps water to get rid of and uses drainage structures |
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| CN204826447U true CN204826447U (en) | 2015-12-02 |
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| CN201520576082.4U Expired - Fee Related CN204826447U (en) | 2015-08-01 | 2015-08-01 | Collapsible loess area underground garage planting roof seeps water to get rid of and uses drainage structures |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065656A (en) * | 2016-06-24 | 2016-11-02 | 西安建筑科技大学 | Guard system and construction method is oozed under the regularization of Collapsible Loess District rainwater |
| CN106760246A (en) * | 2017-04-01 | 2017-05-31 | 湖南省烟草公司长沙市公司宁乡县分公司 | A kind of economical water-proof roofing and its construction method |
| CN108643316A (en) * | 2018-04-03 | 2018-10-12 | 北京建筑大学 | Biological residence module applied to top plate of underground parking garage |
| CN110185296A (en) * | 2019-05-31 | 2019-08-30 | 中国十七冶集团有限公司 | A kind of no stake large span underground garage and its construction method |
-
2015
- 2015-08-01 CN CN201520576082.4U patent/CN204826447U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065656A (en) * | 2016-06-24 | 2016-11-02 | 西安建筑科技大学 | Guard system and construction method is oozed under the regularization of Collapsible Loess District rainwater |
| CN106760246A (en) * | 2017-04-01 | 2017-05-31 | 湖南省烟草公司长沙市公司宁乡县分公司 | A kind of economical water-proof roofing and its construction method |
| CN108643316A (en) * | 2018-04-03 | 2018-10-12 | 北京建筑大学 | Biological residence module applied to top plate of underground parking garage |
| CN110185296A (en) * | 2019-05-31 | 2019-08-30 | 中国十七冶集团有限公司 | A kind of no stake large span underground garage and its construction method |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| 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: 20151202 Termination date: 20160801 |