CN110886324A - Integrated system is prevented arranging by garage roof - Google Patents
Integrated system is prevented arranging by garage roof Download PDFInfo
- Publication number
- CN110886324A CN110886324A CN201811045484.6A CN201811045484A CN110886324A CN 110886324 A CN110886324 A CN 110886324A CN 201811045484 A CN201811045484 A CN 201811045484A CN 110886324 A CN110886324 A CN 110886324A
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- China
- Prior art keywords
- drainage
- water
- shaped sheet
- drainage channel
- integrated system
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 47
- 229920000642 polymer Polymers 0.000 claims abstract description 43
- 239000004567 concrete Substances 0.000 claims abstract description 15
- 239000000463 material Substances 0.000 claims abstract description 12
- 239000011159 matrix material Substances 0.000 claims abstract description 6
- 239000000853 adhesive Substances 0.000 claims abstract description 4
- 206010066054 Dysmorphism Diseases 0.000 claims description 14
- 230000002265 prevention Effects 0.000 claims description 9
- 239000011248 coating agent Substances 0.000 claims description 7
- 238000000576 coating method Methods 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 239000002689 soil Substances 0.000 claims description 7
- 239000010426 asphalt Substances 0.000 claims description 5
- 238000005728 strengthening Methods 0.000 claims description 4
- 239000004746 geotextile Substances 0.000 claims description 3
- 229920001903 high density polyethylene Polymers 0.000 claims description 3
- 239000004700 high-density polyethylene Substances 0.000 claims description 3
- 230000010354 integration Effects 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 239000002002 slurry Substances 0.000 claims description 2
- 238000011144 upstream manufacturing Methods 0.000 abstract description 6
- 238000007599 discharging Methods 0.000 abstract description 2
- 239000011521 glass Substances 0.000 abstract 1
- 230000008595 infiltration Effects 0.000 abstract 1
- 238000001764 infiltration Methods 0.000 abstract 1
- 238000004078 waterproofing Methods 0.000 description 4
- 239000003973 paint Substances 0.000 description 3
- 239000011387 rubberized asphalt concrete Substances 0.000 description 3
- 241000196324 Embryophyta Species 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/08—Restraining of underground water by employing open ditches arranged below the level of the water
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Abstract
The invention discloses a garage roof anti-drainage integrated system which comprises a roof concrete matrix, a high polymer special-shaped sheet and a drainage groove, wherein the drainage groove and the high polymer special-shaped sheet are laid on the top surface of the roof concrete matrix; the opening of the drainage channel and the edge part of the polymer special-shaped sheet connected with the drainage channel are bonded, fixed and sealed by self-adhesive waterproof coiled materials; the top of water drainage tank is connected with ventilative sight glass, and this garage roof prevents arranging integrated system, the leading is prevented, is arranged and combines together, and the garage roof is discharged to infiltration earlier, reduces water pressure. The siphon drainage system forms a first waterproof layer through self advantages to become a first upstream surface. The water-proof structure can effectively prevent water from leaking while discharging the downward water. Alleviate the waterproof pressure of original waterproof layer, form the row, prevent combining together, more effectively protect the building roof.
Description
Technical Field
The invention belongs to the technical field of drainage, and particularly relates to a garage roof drainage prevention integrated system.
Background
The underground garage is a building which is used for parking motor vehicles of various sizes underground and mainly comprises a parking room, a passage, a ramp or a mechanical lifting room, an access, a shunting site and the like; the single-built parking lot is generally built below urban squares, parks, roads, green lands or open lands, and is mainly characterized in that no matter the scale, the single-built parking lot basically has no influence on urban spaces and buildings on the ground, and open spaces can be reserved for cities after the top of the single-built parking lot is covered with soil except a small number of entrances and exits and ventilation openings; at present, the top plate of the large basement is used for planting, stagnant water is formed due to precipitation, and when the accumulated water rises to a certain height and submerges the root system of the plant, the root system can be rotten. Meanwhile, in the prior art, the garage top plate is a protective body structure, a waterproof layer is usually arranged on the structure top plate, however, only the waterproof layer is emphasized to neglect drainage, the waterproof layer is undoubtedly the first upstream surface, and the whole garage top plate is like a basin, so that serious hidden danger can be caused to the waterproof layer due to a large amount of accumulated water for a long time.
Disclosure of Invention
Aiming at the defects in the prior art, the invention provides a garage roof anti-drainage integrated system, which combines the leading prevention and drainage, drains the downward seepage water out of the garage roof, reduces the water pressure, and forms a first waterproof layer to become a first upstream surface.
The invention discloses a garage roof anti-drainage integrated system which comprises a roof concrete matrix, a high polymer special-shaped sheet and a drainage groove, wherein the drainage groove and the high polymer special-shaped sheet are laid on the top surface of the roof concrete matrix; the opening of the drainage channel and the edge part of the polymer special-shaped sheet connected with the drainage channel are bonded, fixed and sealed by self-adhesive waterproof coiled materials; the top of water drainage tank is connected with ventilative observation pipe, and the top of polymer dysmorphism piece and water drainage tank is buried by planting the soil layer, and the upper end of ventilative observation pipe all extends to planting soil layer surface, prevents that row's integration system forms first waterproof layer, becomes first upstream face, can effectively be waterproof when will ooze water discharge down, alleviates the waterproof pressure of original waterproof layer.
Further, the lower extreme side of ventilative observation pipe adopts the concrete protection, and concrete placement will breathe freely observation pipe, polymer dysmorphism piece and water drainage tank and pour fixedly together at polymer dysmorphism piece and water drainage tank top surface, improve the overall structure steadiness, prevent that ventilative observation pipe from shifting.
Furthermore, the top plate concrete matrix is shot-blasted and floating slurry is removed, then non-cured rubber asphalt waterproof coating is blade-coated, an SBS root-resistant waterproof coiled material is laid between the non-cured rubber asphalt waterproof coating and the polymer special-shaped sheet and between the non-cured rubber asphalt waterproof coating and the drainage groove, the SBS root-resistant waterproof coiled material is a waterproof material used in engineering waterproof construction, and the waterproof performance is good.
Further, the outsides of the polymer special-shaped sheet and the drainage groove are covered by geotextile; can play effectual guard action to polymer dysmorphism piece and water drainage tank.
Furthermore, the polymer special-shaped sheet is made of HDPE materials and comprises a flat plate part and a plurality of convex parts which are integrally formed with the flat plate part, and the bottoms of the convex parts are of concave cavity structures, so that the wall thickness of the convex parts is consistent with that of the flat plate part; the gaps between the convex parts form a flow channel for water to flow, the wall thickness of the whole high polymer special-shaped sheet is uniform, local concentrated stress is not caused, the structural stability is good, and the high polymer special-shaped sheet is not easy to damage; the convex part is in a cone frustum shape, and a reinforcing rib is fixed between the side surface of the convex part and the flat plate part; the structural strength between the protruding portion and the flat plate portion can be improved, the reinforcing ribs are also fixed in the bottom concave cavity of the protruding portion, the structure of the protruding portion is more stable, the bearing capacity is stronger, the protruding portion is not prone to being crushed, and the drainage performance is ensured.
Furthermore, a flange which is horizontally turned outwards is arranged at the lower side part of the drainage groove; the edge of the polymer special-shaped sheet can be lapped with the turned edge of the drainage groove, so that the stability and the waterproofness of the connecting structure are improved; be equipped with a plurality of horizontal strengthening ribs on the water drainage tank, the strengthening rib processes out the protruding formation of horizontal bar through the wallboard with the water drainage tank, and water drainage tank structural strength is high, and the durability is strong.
The invention has the beneficial effects that: the garage roof drainage preventing and integrated system combines the main drainage and prevention, firstly drains the downward seepage water out of the garage roof, and reduces the water pressure. The siphon drainage system forms a first waterproof layer through self advantages to become a first upstream surface. The water-proof structure can effectively prevent water from leaking while discharging the downward water. Alleviate the waterproof pressure of original waterproof layer, form the row, prevent combining together, more effectively protect the building roof.
Drawings
In order to more clearly illustrate the detailed description of the invention or the technical solutions in the prior art, the drawings that are needed in the detailed description of the invention or the prior art will be briefly described below. In the drawings, like elements or portions are generally identified by like reference numerals. In the drawings, elements or portions are not necessarily drawn to scale.
FIG. 1 is a schematic structural diagram of the present invention.
Detailed Description
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings. The following examples are only for illustrating the technical solutions of the present invention more clearly, and therefore are only examples, and the protection scope of the present invention is not limited thereby.
It is to be noted that, unless otherwise specified, technical or scientific terms used herein shall have the ordinary meaning as understood by those skilled in the art to which the invention pertains.
As shown in fig. 1: the garage roof drainage-prevention integrated system comprises a roof concrete base body 5, a polymer special-shaped sheet 7 and a drainage channel 1, wherein the drainage channel 1 and the polymer special-shaped sheet 7 are laid on the top surface of the roof concrete base body 5, the drainage channel 1 is a U-shaped channel with a downward opening, a water inlet is formed in the side wall of the drainage channel 1, the polymer special-shaped sheet 7 is connected with the side wall of the drainage channel 1, and water on the polymer special-shaped sheet 7 flows into the drainage channel 1 through the water inlet; the opening of the drainage channel 1 and the edge part of the polymer special-shaped sheet 7 connected with the drainage channel 1 are bonded, fixed and sealed by self-adhesive waterproof coiled materials; the top of water drainage tank 1 is connected with ventilative observation pipe 2, and polymer dysmorphism piece 7 buries with water drainage tank 1's top by planting soil layer 4, and ventilative observation pipe 2's upper end all extends to planting soil layer 4 surface, prevents that row integration system forms first waterproof layer, becomes first upstream face, can effectively be waterproof when will seep water discharge down, alleviates the waterproof pressure of original waterproof layer.
In this embodiment, the lower extreme side of ventilative observation tube 2 adopts concrete 3 to protect, and concrete 3 pours at polymer dysmorphism piece 7 and 1 top surface of water drainage tank, will breathe freely observation tube 2, polymer dysmorphism piece 7 and water drainage tank 1 and pour fixedly together, improve overall structure steadiness, prevent that ventilative observation tube 2 from shifting.
In this embodiment, after the top concrete substrate 5 is shot-blasted and the laitance is removed, the non-cured rubberized asphalt waterproofing paint 9 is blade-coated, the SBS root-resistant waterproof roll 8 is laid between the non-cured rubberized asphalt waterproofing paint 9 and the polymer irregular sheet 7 and between the non-cured rubberized asphalt waterproofing paint 9 and the drainage channel 1, and the SBS root-resistant waterproof roll 8 is a waterproof material used in engineering waterproof construction, and has good waterproofness.
The garage roof is thrown the ball through the basic unit and is clear away blade coating non-curing rubber pitch waterproof coating behind the laitance, and the filling structure gap makes it combine more effectively with the structure, prevents to quick boil the water phenomenon, lays the root puncture resistant waterproofing membrane of SBS on the non-solidification, utilizes its self bonding ability, accomplishes the structure roof, and the non-solidification, SBS combine together, forms garage roof waterproof layer, and SBS has the ability of preventing plant roots puncture, makes whole waterproof layer have waterproof nature, separates the root nature. And a siphon drainage system is laid on the waterproof layer to form an integrated drainage and prevention system.
In the embodiment, the outsides of the polymer special-shaped sheet 7 and the drainage channel 1 are covered by geotextile 6; can play effectual guard action to polymer dysmorphism piece 7 and water drainage tank 1.
In this embodiment, the polymer irregular sheet 7 is made of HDPE material, and includes a flat plate portion and a plurality of protrusions integrally formed with the flat plate portion, and the bottoms of the protrusions are of a concave cavity structure, so that the wall thickness of the protrusions is consistent with that of the flat plate portion; a flow channel for water to flow is formed in the gap between the convex parts, the wall thickness of the whole polymer special-shaped sheet 7 is uniform, local concentrated stress is not caused, the structural stability is good, and the damage is not easy to occur; the convex part is in a cone frustum shape, and a reinforcing rib is fixed between the side surface of the convex part and the flat plate part; the structural strength between the protruding portion and the flat plate portion can be improved, the reinforcing ribs are also fixed in the bottom concave cavity of the protruding portion, the structure of the protruding portion is more stable, the bearing capacity is stronger, the protruding portion is not prone to being crushed, and the drainage performance is ensured.
In this embodiment, the lower side of the drainage channel 1 is provided with a flange which is horizontally turned outwards; the edge of the polymer special-shaped sheet 7 can be lapped with the turned edge of the drainage groove 1, so that the stability and the waterproofness of the connecting structure are improved; the drainage channel 1 is provided with a plurality of transverse reinforcing ribs, the reinforcing ribs are formed by processing transverse strip-shaped bulges on the wall plate of the drainage channel 1, and the drainage channel 1 has high structural strength and strong durability; the limit bottom surface of the turn-ups top surface of water drainage tank and polymer dysmorphism piece all is equipped with a plurality of inserted sheets, the inserted sheet is parallel with water drainage tank, interval between two adjacent inserted sheets is not more than the thickness of inserted sheet, when polymer dysmorphism piece is in the same place with water drainage tank's turn-ups overlap joint, inject the inserted sheet of polymer dysmorphism piece limit portion into the inserted sheet clearance on water drainage tank's the turn-ups, utilize frictional force between the inserted sheet to tightly link together water drainage tank and polymer dysmorphism piece, form labyrinth seal structure simultaneously, the waterproof nature of water drainage tank and polymer dysmorphism piece seam crossing has further been realized.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; while the invention has been described in detail and with reference to the foregoing embodiments, it will be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention, and they should be construed as being included in the following claims and description.
Claims (6)
1. The utility model provides a garage roof prevents arranging integration system which characterized in that: the drainage channel and the polymer special-shaped sheet are laid on the top surface of the top plate concrete base body, the drainage channel is a U-shaped channel with a downward opening, a water inlet is formed in the side wall of the drainage channel, and the polymer special-shaped sheet is connected with the side wall of the drainage channel, so that water on the polymer special-shaped sheet flows into the drainage channel through the water inlet; the opening of the drainage channel and the edge part of the polymer special-shaped sheet connected with the drainage channel are bonded, fixed and sealed by self-adhesive waterproof coiled materials; the top of water drainage tank is connected with ventilative observation pipe, and the top of polymer dysmorphism piece and water drainage tank is buried by planting the soil layer, and ventilative observation pipe's upper end all extends to planting soil layer surface.
2. The garage roof drain prevention integrated system of claim 1, wherein: the side face of the lower end of the breathable observation tube is protected by concrete.
3. The garage roof drain prevention integrated system of claim 2, wherein: and the non-cured rubber asphalt waterproof coating is coated after the top plate concrete matrix is shot-blasted and floating slurry is removed, and an SBS root-resistant waterproof coiled material is laid between the non-cured rubber asphalt waterproof coating and the polymer special-shaped sheet and the drainage channel.
4. The garage roof drain prevention integrated system of claim 3, wherein: the outsides of the polymer special-shaped sheet and the drainage groove are covered by geotextile.
5. The garage roof drain prevention integrated system of claim 4, wherein: the polymer special-shaped sheet is made of HDPE materials and comprises a flat plate part and a plurality of protrusions integrally formed with the flat plate part, and the bottoms of the protrusions are of concave cavity structures, so that the wall thickness of the protrusions is consistent with that of the flat plate part; the convex part is in a cone frustum shape, and a reinforcing rib is fixed between the side surface of the convex part and the flat plate part.
6. The garage roof drain prevention integrated system of claim 5, wherein: the lower side part of the drainage groove is provided with a flange which is horizontally turned outwards; be equipped with a plurality of horizontal strengthening ribs on the water drainage tank, the strengthening rib is through processing out horizontal bar arch formation with the wallboard of water drainage tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811045484.6A CN110886324A (en) | 2018-09-07 | 2018-09-07 | Integrated system is prevented arranging by garage roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811045484.6A CN110886324A (en) | 2018-09-07 | 2018-09-07 | Integrated system is prevented arranging by garage roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110886324A true CN110886324A (en) | 2020-03-17 |
Family
ID=69744675
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811045484.6A Pending CN110886324A (en) | 2018-09-07 | 2018-09-07 | Integrated system is prevented arranging by garage roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110886324A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111335439A (en) * | 2020-04-09 | 2020-06-26 | 北京众泰云达科技发展有限公司 | Reinforced drainage channel |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604252A (en) * | 2016-03-07 | 2016-05-25 | 唐山德生防水股份有限公司 | Planted roof structure for underground garage |
| CN105696748A (en) * | 2016-01-06 | 2016-06-22 | 南通沪望塑料科技发展有限公司 | Pds zero-gradient protection siphonal water draining and collecting system |
| CN106401082A (en) * | 2016-12-05 | 2017-02-15 | 中国冶集团有限公司 | Drainage structure and construction method of planted roof based on siphon system |
| CN106884508A (en) * | 2017-04-15 | 2017-06-23 | 苏州中海建筑设计有限公司 | A kind of ecological grassplot that reutilization system is collected with siphon drainage |
| CN206707132U (en) * | 2017-04-15 | 2017-12-05 | 苏州中海建筑设计有限公司 | A kind of ecological grassplot that reutilization system is collected with siphon drainage |
| CN207749543U (en) * | 2018-01-18 | 2018-08-21 | 南通艾司亚建材科技有限公司 | A kind of composite waterproof system |
| CN209082577U (en) * | 2018-09-07 | 2019-07-09 | 北京众泰云达科技发展有限公司 | The anti-row's integral system of shed deckhead |
-
2018
- 2018-09-07 CN CN201811045484.6A patent/CN110886324A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696748A (en) * | 2016-01-06 | 2016-06-22 | 南通沪望塑料科技发展有限公司 | Pds zero-gradient protection siphonal water draining and collecting system |
| WO2017118194A1 (en) * | 2016-01-06 | 2017-07-13 | 南通沪望塑料科技发展有限公司 | Pds zero-slope protection siphonic drainage and collection system |
| CN105604252A (en) * | 2016-03-07 | 2016-05-25 | 唐山德生防水股份有限公司 | Planted roof structure for underground garage |
| CN106401082A (en) * | 2016-12-05 | 2017-02-15 | 中国冶集团有限公司 | Drainage structure and construction method of planted roof based on siphon system |
| CN106884508A (en) * | 2017-04-15 | 2017-06-23 | 苏州中海建筑设计有限公司 | A kind of ecological grassplot that reutilization system is collected with siphon drainage |
| CN206707132U (en) * | 2017-04-15 | 2017-12-05 | 苏州中海建筑设计有限公司 | A kind of ecological grassplot that reutilization system is collected with siphon drainage |
| CN207749543U (en) * | 2018-01-18 | 2018-08-21 | 南通艾司亚建材科技有限公司 | A kind of composite waterproof system |
| CN209082577U (en) * | 2018-09-07 | 2019-07-09 | 北京众泰云达科技发展有限公司 | The anti-row's integral system of shed deckhead |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111335439A (en) * | 2020-04-09 | 2020-06-26 | 北京众泰云达科技发展有限公司 | Reinforced drainage channel |
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